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["***DO NOT PRINT OR INCLUDE THIS PAGE IN THE LOAD RATING REPORT***",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,null,null,null,"Camp (032)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,null,null,null,"Carson (033)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,null,null,null,"Cass (034)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,null,null,null,"Castro (035)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,null,null,null,"Chambers (036)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,null,null,null,"Cherokee (037)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,39,null,null,null,"Childress (038)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,null,null,null,"Clay (039)","Wichita Falls (03)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,41,null,null,null,"Cochran (040)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,42,null,null,null,"Coke (041)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,43,null,null,null,"Coleman (042)","Brownwood (23)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,44,null,null,null,"Collin (043)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,null,null,null,"Collingsworth (044)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,46,null,null,null,"Colorado (045)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,47,null,null,null,"Comal (046)","San Antonio (15)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,null,null,null,"Comanche  (047)","Brownwood (23)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,49,null,null,null,"Concho (048)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,null,null,null,"Cooke (049)","Wichita Falls (03)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,51,null,null,null,"Coryell (050)","Waco (09)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,52,null,null,null,"Cottle (051)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,53,null,null,null,"Crane (052)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,54,null,null,null,"Crockett (053)","San Angelo (07)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,null,null,null,"Crosby (054)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,56,null,null,null,"Culberson (055)","El Paso (24)",45]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,57,null,null,null,"Dallam (056)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,58,null,null,null,"Dallas (057)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,59,null,null,null,"Dawson (058)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,null,null,null,"Deaf Smith (059)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,61,null,null,null,"Delta (060)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,62,null,null,null,"Denton (061)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,63,null,null,null,"Dewitt (062)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,64,null,null,null,"Dickens (063)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,65,null,null,null,"Dimmit (064)","Laredo (22)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,66,null,null,null,"Donley (065)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,67,null,null,null,"Duval (067)","Laredo (22)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,68,null,null,null,"Eastland (068)","Brownwood (23)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,69,null,null,null,"Ector (069)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,null,null,null,"Edwards (070)","San Angelo (07)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,71,null,null,null,"El Paso (072)","El Paso (24)",40]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,72,null,null,null,"Ellis (071)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,73,null,null,null,"Erath (073)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,74,null,null,null,"Falls (074)","Waco (09)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,75,null,null,null,"Fannin  (075)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,76,null,null,null,"Fayette (076)","Yoakum (13)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,77,null,null,null,"Fisher (077)","Abilene (08)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,78,null,null,null,"Floyd (078)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,79,null,null,null,"Foard (079)","Childress (25)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,null,null,null,"Fort Bend (080)","Houston (12)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,81,null,null,null,"Franklin (081)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,82,null,null,null,"Freestone (082)","Bryan (17)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,83,null,null,null,"Frio (083)","San Antonio (15)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,84,null,null,null,"Gaines (084)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,85,null,null,null,"Galveston (085)","Houston (12)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,86,null,null,null,"Garza (086)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,87,null,null,null,"Gillespie (087)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,88,null,null,null,"Glasscock (088)","San Angelo (07)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,89,null,null,null,"Goliad (089)","Corpus Christi (16)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,90,null,null,null,"Gonzales (090)","Yoakum (13)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,91,null,null,null,"Gray (091)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,92,null,null,null,"Grayson (092)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,93,null,null,null,"Gregg (093)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,94,null,null,null,"Grimes (094)","Bryan (17)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,95,null,null,null,"Guadalupe (095)","San Antonio (15)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,96,null,null,null,"Hale (096)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,97,null,null,null,"Hall (097)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,98,null,null,null,"Hamilton (098)","Waco (09)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,99,null,null,null,"Hansford (099)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,100,null,null,null,"Hardeman (100)","Childress (25)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,101,null,null,null,"Hardin (101)","Beaumont (20)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,102,null,null,null,"Harris (102)","Houston (12)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,103,null,null,null,"Harrison (103)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,104,null,null,null,"Hartley (104)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,105,null,null,null,"Haskell (105)","Abilene (08)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,106,null,null,null,"Hays (106)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,107,null,null,null,"Hemphill (107)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,108,null,null,null,"Henderson (108)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,109,null,null,null,"Hidalgo (109)","Pharr (21)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,110,null,null,null,"Hill (110)","Waco (09)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,111,null,null,null,"Hockley (111)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,112,null,null,null,"Hood (112)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,113,null,null,null,"Hopkins (113)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,114,null,null,null,"Houston (114)","Lufkin (11)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,115,null,null,null,"Howard (115)","Abilene (08)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,116,null,null,null,"Hudspeth (116)","El Paso (24)",45]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,117,null,null,null,"Hunt (117)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,118,null,null,null,"Hutchinson (118)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,119,null,null,null,"Irion (119)","San Angelo (07)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,120,null,null,null,"Jack (120)","Fort Worth (02)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,121,null,null,null,"Jackson (121)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,122,null,null,null,"Jasper (122)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,123,null,null,null,"Jeff Davis (123)","El Paso (24)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,124,null,null,null,"Jefferson (124)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,125,null,null,null,"Jim Hogg (125)","Pharr (21)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,126,null,null,null,"Jim Wells (126)","Corpus Christi (16)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,127,null,null,null,"Johnson (127)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,128,null,null,null,"Jones (128)","Abilene (08)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,129,null,null,null,"Karnes (129)","Corpus Christi (16)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,130,null,null,null,"Kaufman (130)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,131,null,null,null,"Kendall (131)","San Antonio (15)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,132,null,null,null,"Kenedy (066)","Pharr (21)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,133,null,null,null,"Kent (132)","Abilene (08)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,134,null,null,null,"Kerr (133)","San Antonio (15)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,135,null,null,null,"Kimble (134)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,136,null,null,null,"King (135)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,137,null,null,null,"Kinney (136)","Laredo (22)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,138,null,null,null,"Kleberg (137)","Corpus Christi (16)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,139,null,null,null,"Knox (138)","Childress (25)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,140,null,null,null,"Lamar (139)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,141,null,null,null,"Lamb (140)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,142,null,null,null,"Lampasas (141)","Brownwood (23)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,143,null,null,null,"Lasalle (142)","Laredo (22)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,144,null,null,null,"Lavaca (143)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,145,null,null,null,"Lee (144)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,146,null,null,null,"Leon (145)","Bryan (17)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,147,null,null,null,"Liberty (146)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,148,null,null,null,"Limestone (147)","Waco (09)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,149,null,null,null,"Lipscomb (148)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,150,null,null,null,"Live Oak (149)","Corpus Christi (16)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,151,null,null,null,"Llano (150)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,152,null,null,null,"Loving (151)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,153,null,null,null,"Lubbock (152)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,154,null,null,null,"Lynn (153)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,155,null,null,null,"Madison (154)","Bryan (17)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,156,null,null,null,"Marion (155)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,157,null,null,null,"Martin (156)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,158,null,null,null,"Mason (157)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,159,null,null,null,"Matagorda (158)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,160,null,null,null,"Maverick (159)","Laredo (22)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,161,null,null,null,"Mcculloch (160)","Brownwood (23)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,162,null,null,null,"Mclennan (161)","Waco (09)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,163,null,null,null,"Mcmullen (162)","San Antonio (15)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,164,null,null,null,"Medard (164)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,165,null,null,null,"Medina (163)","San Antonio (15)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,166,null,null,null,"Midland (165)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,167,null,null,null,"Milam (166)","Bryan (17)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,168,null,null,null,"Mills (167)","Brownwood (23)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,169,null,null,null,"Mitchell (168)","Abilene (08)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,170,null,null,null,"Montague (169)","Wichita Falls (03)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,171,null,null,null,"Montgomery (170)","Houston (12)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,172,null,null,null,"Moore (171)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,173,null,null,null,"Morris (172)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,174,null,null,null,"Motley (173)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,175,null,null,null,"Nacogdoches (174)","Lufkin (11)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,176,null,null,null,"Navarro (175)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,177,null,null,null,"Newton (176)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,178,null,null,null,"Nolan (177)","Abilene (08)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,179,null,null,null,"Nueces (178)","Corpus Christi (16)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,180,null,null,null,"Ochiltree (179)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,181,null,null,null,"Oldham (180)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,182,null,null,null,"Orange (181)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,183,null,null,null,"Palo Pinto (182)","Fort Worth (02)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,184,null,null,null,"Panola (183)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,185,null,null,null,"Parker (184)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,186,null,null,null,"Parmer (185)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,187,null,null,null,"Pecos (186)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,188,null,null,null,"Polk (187)","Lufkin (11)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,189,null,null,null,"Potter (188)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,190,null,null,null,"Presidio (189)","El Paso (24)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,191,null,null,null,"Rains (190)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,192,null,null,null,"Randall (191)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,193,null,null,null,"Reagan (192)","San Angelo (07)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,194,null,null,null,"Real (193)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,195,null,null,null,"Red River (194)","Paris (01)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,196,null,null,null,"Reeves (195)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,197,null,null,null,"Refugio (196)","Corpus Christi (16)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,198,null,null,null,"Roberts (197)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,199,null,null,null,"Robertson (198)","Bryan (17)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,200,null,null,null,"Rockwall (199)","Dallas (18)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,201,null,null,null,"Runnels (200)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,202,null,null,null,"Rusk (201)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,203,null,null,null,"Sabine (202)","Lufkin (11)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,204,null,null,null,"San Augustine (203)","Lufkin (11)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,205,null,null,null,"San Jacinto (204)","Lufkin (11)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,206,null,null,null,"San Patricio (205)","Corpus Christi (16)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,207,null,null,null,"San Saba (206)","Brownwood (23)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,208,null,null,null,"Schleicher (207)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,209,null,null,null,"Scurry (208)","Abilene (08)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,210,null,null,null,"Shackelford (209)","Abilene (08)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,211,null,null,null,"Shelby (210)","Lufkin (11)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,212,null,null,null,"Sherman (211)","Amarillo (04)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,213,null,null,null,"Smith (212)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,214,null,null,null,"Somervell (213)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,215,null,null,null,"Starr (214)","Pharr (21)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,216,null,null,null,"Stephens (215)","Brownwood (23)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,217,null,null,null,"Sterling (216)","San Angelo (07)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,218,null,null,null,"Stonewall (217)","Abilene (08)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,219,null,null,null,"Sutton (218)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,220,null,null,null,"Swisher (219)","Lubbock (05)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,221,null,null,null,"Tarrant (220)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,222,null,null,null,"Taylor (221)","Abilene (08)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,223,null,null,null,"Terrell (222)","Odessa (06)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,224,null,null,null,"Terry (223)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,225,null,null,null,"Throckmorton (224)","Wichita Falls (03)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,226,null,null,null,"Titus (225)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,227,null,null,null,"Tom Green (226)","San Angelo (07)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,228,null,null,null,"Travis (227)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,229,null,null,null,"Trinity (228)","Lufkin (11)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,230,null,null,null,"Tyler (229)","Beaumont (20)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,231,null,null,null,"Upshur (230)","Atlanta (19)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,232,null,null,null,"Upton (231)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,233,null,null,null,"Uvalde (232)","San Antonio (15)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,234,null,null,null,"Val Verde (233)","Laredo (22)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,235,null,null,null,"Van Zandt (234)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,236,null,null,null,"Victoria (235)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,237,null,null,null,"Walker (236)","Bryan (17)",75]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,240,null,null,null,"Washington (239)","Bryan (17)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,241,null,null,null,"Webb (240)","Laredo (22)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,242,null,null,null,"Wharton (241)","Yoakum (13)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,243,null,null,null,"Wheeler (242)","Childress (25)",55]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,244,null,null,null,"Wichita (243)","Wichita Falls (03)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,245,null,null,null,"Wilbarger (244)","Wichita Falls (03)",60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,246,null,null,null,"Willacy (245)","Pharr (21)",75]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,247,null,null,null,"Williamson (246)","Austin (14)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,248,null,null,null,"Wilson (247)","San Antonio (15)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,249,null,null,null,"Winkler (248)","Odessa (06)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,250,null,null,null,"Wise (249)","Fort Worth (02)",65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,251,null,null,null,"Wood (250)","Tyler (10)",70]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,252,null,null,null,"Yoakum (251)","Lubbock (05)",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,253,null,null,null,"Young (252)","Wichita Falls (03)",60]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,261]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,262]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,263]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,264]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,265]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,266]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,267]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,268]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,269]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,270]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,271]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,272]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,273]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,274]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,275]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,276]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,277]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,278]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,279]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,280]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,281]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,282]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,283]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,284]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,285]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,286]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,287]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,288]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,289]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,290]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,291]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,292]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,293]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,294]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,295]
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[{"$f":"\"'\"&$E15&\"'!A1\"","v":"'Timber Deck (2)'!A1"},{"$f":"IFERROR(IF(issheetvisible(INDIRECT(A15)),\"Visible\",\"Hidden\"), \"ADD SHEET\")","v":"ADD SHEET"},"",null,"Timber Deck (2)",null,null,null,null,null,{"$f":"SUM(G15:J15)","v":0}]
[null,null,""]
[]
[]
[null,null,null,null,"Superstructure"]
[null,null,null,null,"Superstructure Name","Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact","Span","Misc. Comp Dead Load per Beam (k/ft):","Misc. Non-Comp Dead Load per Beam (k/ft):","Total Weight (k/ft):","Standard Beam Designation","Original Standard Beam Designation Wt (klf)","Calculated (per inputs) Beam Designation Wt (klf)","Cover Plate Weight\n(klf)"]
[]
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[]
[null,null,null,null,"Substructure*"]
[null,null,null,null,"Substructure Name","Material Unit Weight (kcf)","Cap Width (in)","Cap Height (in)","Cap Weight (klf)","Cap Moment of Inertia (in4)","Cap Length (ft)","Standard Beam Designation","Original Standard Beam Designation Wt (klf)","Calculated (per inputs) Beam Designation Wt (klf)"]
[]
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[null,null,null,null,"*Piles not included"]
[]
[null,null,null,null,"Floorbeam Stringer Dropdown"]
[]
[null,null,null,null,{"$f":"E22","v":"Steel Stringer (Simple)"}]
[null,null,null,null,{"$f":"E23","v":"Steel Stringer (Simple) (2)"}]
[]
[null,null,null,null,"Continuous Stringer (Span 1)"]
[null,null,null,null,"Continuous Stringer (Span 2)"]
[null,null,null,null,"Continuous Stringer (Span 3)"]
[null,null,null,null,"Continuous Stringer (Span 4)"]
[null,null,null,null,"Continuous Stringer (Span 5)"]
[]
[]
[null,null,null,null,"Timber Stringer"]
[null,null,null,null,"Timber Stringer (2)"]

{"sheet":"Concrete Deck","index":3,"n_rows":72,"n_cols":41,"rows_kept":72,"cut":false,"hidden":true,"merged":[[3,16,4,18],[5,17,5,18],[3,4,5,6],[7,7,7,8],[19,7,19,8],[18,7,18,8],[17,7,17,8],[20,1,20,3],[46,6,46,8],[47,6,47,8],[48,6,48,8],[49,6,49,8],[44,6,44,8],[45,6,45,8],[37,8,39,8],[34,1,34,10],[36,1,36,4],[23,1,23,4],[24,1,24,3],[25,1,25,3],[26,1,26,3],[27,1,27,3],[21,7,21,10],[19,1,19,3],[17,1,17,3],[10,1,11,1],[10,2,11,4],[18,1,18,3],[0,1,0,10],[1,1,1,10],[6,1,6,10],[13,1,13,10],[15,1,15,4],[8,7,8,8],[9,7,9,8],[10,7,10,8],[11,7,11,10],[15,7,16,10],[16,1,16,3],[71,1,72,10],[40,6,40,8],[60,6,60,10],[57,1,66,4],[40,1,40,4],[37,9,39,9],[51,6,51,8],[50,6,50,8],[41,6,41,8],[42,6,42,8],[43,6,43,8],[28,1,28,3],[69,7,69,8],[56,1,56,4],[66,7,66,8],[67,7,67,8],[68,6,68,10],[64,7,64,8],[65,7,65,8],[61,6,61,8],[62,6,62,8],[63,6,63,10],[57,6,57,10],[58,6,58,8],[59,6,59,8],[36,6,36,10],[37,10,39,10]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,"UPDATED 2/14/24"]
[null,"Concrete Deck without Plans"]
[]
[null,null,null,null,"Rating must be performed if concrete deck is <6” thick or the condition rating is 4 or less.",null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,null,"Material","Unit Weight"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete",0.15,"kcf"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,"Steel",0.49,"kcf"]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,"Wood/Timber",0.05,"kcf"]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,"Soil (Light)",0.1,"kcf"]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,"Soil (Medium)",0.11,"kcf"]
[null,null,null,null,null,null,"Deck Descr:",null,null,null,null,null,null,null,null,null,"Soil (Heavy)",0.12,"kcf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gravel",0.125,"kcf"]
[null,"Deck Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf"]
[]
[null,"DATA INPUT TABLE",null,null,null,null,null,"RECOMMENDED f'c OF \nCONCRETE DECK"]
[null,"Deck Condition Rating:"]
[null,"Deck Thickness (in):",null,null,null,null,null,"Good",null,2.5,"ksi"]
[null,"Assumed Eff. Deck Thickness (d) (in):",null,null,null,null,null,"Fair",null,1.5,"ksi"]
[null,"f'c (ksi):",null,null,null,null,null,"Poor",null,1,"ksi"]
[null,"LL Impact:",null,null,1.3]
[null,null,null,null,null,null,null,"TIRE CONTACT AREA"]
[null,null,null,null,null,null,null,null,"Length (c1):",10,"in"]
[null,"DEAD LOAD INPUTS",null,null,null,null,null,null,"Width (c2):",20,"in"]
[null,"Wearing Surface Thickness (in):",null,null,null,null,null,null,"βc:",{"$f":"J24/J23","v":2}]
[null,"Wearing Surface Material Unit Weight (kcf):"]
[null,"Fill Material Depth (in):"]
[null,"Fill Material Unit Weight (kcf):"]
[null,"Misc. Dead Load (ksf):"]
[]
[]
[]
[]
[]
[null,"Punching Shear Analysis"]
[]
[null,"Concrete Deck Shear Capactiy (Vc)",null,null,null,null,"Live Load Punching Shear (VLL)"]
[null,"Vc = (.8 + 2 / βc) * √(f'c) < 1.8 * √(f'c)",null,null,null,null,"VLL = V / (bo * d)",null,"Truck","Max Tire Weight (V) (k)","VLL w/o impact\n(ksi)"]
[null,null,null,{"$f":"IF(E20=0,\"\",IFERROR(MIN((0.8+2/J25)*SQRT(E20*1000)/1000,1.8*SQRT(E20*1000)/1000),\"\"))","v":""},"ksi",null,null,null,null,null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"LFR Load Factors"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$D$11","v":0},null,"A1 =",1.3]
[null,"Punching Shear Perimeter (bo):",null,null,null,null,"H:",null,null,16,{"$f":"IFERROR((J41/($D$43*$E$19)),\"\")","v":""},null,null,null,null,null,null,"ADTT =",{"$f":"$H$9*$H$10","v":0.01},null,"A2-INV =",2.17]
[null,"bo = 2 * (c1 + c2) +4 * d",null,null,null,null,"HS:",null,null,16,"",null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"A2-OP =",1.3]
[null,null,null,{"$f":"IF(E19=0,\"\",IFERROR((2*(J23+J24)+4*E19),\"\"))","v":""},"in",null,"SU4:",null,null,8.5,"",null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.3,(1.3-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU5:",null,null,8.5,"",null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.2,(1.2-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,"HS Inventory:",null,"= (Vc - 1.3*MDL)/(2.17*MLL) =",null,null,null,{"$f":"\"(\"&FIXED($D$39,3)&\"-1.3*0)/(2.17*\"&FIXED($K$42,3)&\")=\"","v":{"$error":"#VALUE!"}},"=",{"$f":"$D$39/($V$41*$E$21*$K$42)","v":{"$error":"#VALUE!"}},"R.F."]
[null,null,null,null,null,null,"SU6:",null,null,8.5,"",null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.5,(1.5-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,"HS Operating",null,"= (Vc - 1.3*MDL)/(1.3*MLL) =",null,{"$f":"\"(\"&$D$39&\"-1.3*0)/(1.3*\"&$K$42&\")=\"","v":"(-1.3*0)/(1.3*)="},null,null,"=",{"$f":"$D$39/($V$41*$E$21*$K$42)","v":{"$error":"#VALUE!"}},"R.F."]
[null,null,null,null,null,null,"SU7:",null,null,8.5,"",null,null,null,null,null,null,"Min lanes =",{"$f":"$K$9","v":0}]
[null,null,null,null,null,null,"T3:",null,null,8.5,{"$f":"IFERROR((J47/($D$43*$E$19)),\"\")","v":""},null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(S46<2,1.3,IF(S40=1,S43,S45))","v":1.3}]
[null,null,null,null,null,null,"T3S2:",null,null,7.75,"",null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(S46<2,1.3,IF(S40=1,S42,S44))","v":1.3}]
[null,null,null,null,null,null,"T3-3:",null,null,8,""]
[null,null,null,null,null,null,"NRL:",null,null,8.5,""]
[null,null,null,null,null,null,"EV2:",null,null,16.75,""]
[null,null,null,null,null,null,"EV3:",null,null,15.5,""]
[]
[]
[]
[]
[null,"Additional Notes"]
[null,null,null,null,null,null,"€ HS Ratings"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((36*($D$39/($V$41*$E$21*$K42))/(36/20)),\"\")","v":""},{"$f":"IFERROR($D$39/($V$41*$E$21*$K42),\"\")","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((36*($D$39/($V$42*$E$21*$K42))/(36/20)),\"\")","v":""},{"$f":"IFERROR($D$39/($V$42*$E$21*$K42),\"\")","v":""}]
[null,null,null,null,null,null,"¥£ H RATING"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((36*($D$39/($V$41*$E$21*$K41))/(36/20)),\"\")","v":""},{"$f":"IFERROR($D$39/($V$41*$E$21*$K41),\"\")","v":""}]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((36*($D$39/($V$42*$E$21*$K41))/(36/20)),\"\")","v":""},{"$f":"IFERROR($D$39/($V$42*$E$21*$K41),\"\")","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K43)),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K47)),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K44)),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K48)),\"\")","v":""}]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K45)),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K49)),\"\")","v":""}]
[null,"€ - ","Punching Shear Controls Ratings",null,null,null,"SU7 Operating:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K46)),\"\")","v":""},null,"NRL:",{"$f":"IFERROR(($D$39/($V$42*$E$21*$K50)),\"\")","v":""}]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS"]
[null,"£ - ","Punching Shear Controls Ratings",null,null,null,"EV2 Operating:",{"$f":"IFERROR(($D$39/($S$47*$E$21*$K51)),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR(($D$39/($S$48*$E$21*$K52)),\"\")","v":""}]
[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula."]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]

{"sheet":"Steel Deck","index":4,"n_rows":203,"n_cols":58,"rows_kept":203,"cut":false,"hidden":true,"merged":[[187,29,202,29],[130,30,145,30],[56,30,71,30],[84,16,85,16],[174,21,174,29],[160,21,160,29],[7,21,7,26],[21,21,21,27],[39,21,39,27],[161,28,163,28],[161,29,163,29],[148,21,148,25],[153,21,153,25],[175,29,177,29],[161,21,163,21],[161,22,163,22],[161,23,163,23],[161,24,163,24],[161,26,163,26],[161,25,163,25],[175,25,177,25],[175,23,177,23],[175,24,177,24],[175,26,177,26],[1,21,1,29],[73,21,73,29],[79,21,79,26],[147,21,147,29],[64,8,64,9],[65,8,65,9],[66,8,66,9],[26,23,28,23],[56,21,56,29],[118,22,120,22],[118,25,120,25],[118,26,120,26],[118,27,120,27],[118,28,120,28],[121,29,127,32],[131,21,133,21],[131,22,133,22],[131,24,133,24],[131,25,133,25],[100,26,102,26],[100,27,102,27],[100,28,102,28],[26,25,28,25],[118,24,120,24],[56,1,56,5],[57,7,57,11],[58,7,58,9],[59,7,59,9],[60,7,60,11],[61,7,61,9],[62,7,62,9],[63,7,63,11],[26,22,28,22],[28,4,28,5],[30,7,30,11],[32,7,32,9],[27,1,27,3],[57,22,59,22],[18,1,18,3],[20,4,20,5],[21,4,21,5],[22,4,22,5],[93,21,93,27],[71,1,72,11],[57,1,66,5],[57,26,59,26],[57,27,59,27],[84,17,85,17],[84,18,85,18],[44,15,44,19],[45,21,47,21],[45,22,47,22],[45,24,47,24],[45,26,47,26],[45,27,47,27],[45,25,47,25],[57,21,59,21],[84,15,85,15],[25,1,25,3],[27,4,27,5],[68,7,68,11],[69,8,69,9],[22,40,25,40],[8,21,10,21],[17,4,17,5],[131,27,133,27],[131,28,133,28],[103,29,109,34],[57,29,59,29],[18,4,18,5],[19,4,19,5],[67,8,67,9],[33,7,33,9],[43,7,43,11],[8,8,8,9],[9,8,9,9],[10,8,10,9],[11,8,11,11],[15,1,15,5],[21,1,21,3],[26,1,26,3],[16,1,16,3],[22,1,22,3],[26,4,26,5],[112,21,112,28],[118,21,120,21],[3,40,4,40],[3,42,4,42],[3,44,4,44],[1,38,1,47],[2,38,4,38],[2,39,2,44],[2,45,3,45],[2,46,3,46],[2,47,3,47],[1,54,1,56],[22,41,25,41],[22,42,25,42],[22,43,25,43],[22,44,25,44],[22,45,25,45],[22,46,25,46],[22,47,25,47],[22,48,25,48],[22,49,25,49],[22,50,25,50],[2,48,3,48],[0,1,0,11],[1,1,1,11],[19,1,19,3],[20,1,20,3],[30,1,30,5],[40,1,40,11],[6,1,6,11],[11,21,15,21],[16,21,19,21],[1,15,1,18],[31,1,31,4],[36,1,36,4],[10,1,11,1],[10,2,11,5],[7,8,7,9],[13,1,13,11],[24,4,24,5],[25,4,25,5],[23,4,23,5],[2,21,2,25],[28,1,28,3],[17,1,17,3],[15,7,15,11],[16,4,16,5],[23,1,23,3],[24,1,24,3],[178,30,184,33],[187,21,187,28],[188,21,190,21],[188,22,190,22],[188,23,190,23],[188,24,190,24],[188,25,190,25],[188,26,190,26],[188,27,190,27],[188,28,190,28],[154,21,155,21],[156,21,158,21],[161,27,163,27],[131,29,133,29],[131,23,133,23],[118,23,120,23],[164,30,170,34],[175,21,177,21],[175,22,177,22],[175,27,177,27],[26,21,28,21],[175,28,177,28],[131,26,133,26],[94,25,94,27],[26,24,28,24],[130,21,130,29],[100,21,102,21],[100,22,102,22],[100,25,102,25],[57,28,59,28],[57,23,59,23],[57,24,59,24],[57,25,59,25],[100,23,102,23],[100,24,102,24],[94,22,94,24],[22,39,25,39],[92,21,92,27],[26,26,28,26],[26,27,28,27],[48,28,54,34],[29,28,35,34],[74,21,74,25],[80,21,82,21],[83,21,86,21],[87,21,90,21],[45,23,47,23]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Steel Deck",null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Inputs",null,null,null,null,null,"Steel Corrugated Deck",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Corrugated Deck",null,null,null,null,null,null,null,null,null,null,null,null,"Simple or Continuous",null,null,"Data Input Table Options"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Corrugated Deck",null,null,null,null,null,"Deck Capacity:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Corrugated Deck","P x H x Thickness",null,null,null,null,null,"Steel Weight","Section Modulus","Allowable Moment","Moment of Inertia",null,null,"Simple",null,null,"Steel Corrugated Deck","Steel Plate Deck","Steel Open Grid Deck"]
[null,null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,{"$f":"BC4","v":"Designation:"},"=",{"$f":"IF($E$17=$BC$3,$E$18,\"-\")","v":"-"},null,null,null,null,"Deck capacity (no section loss) =",{"$f":"R8*R5/12","v":{"$error":"#VALUE!"}},"k-in/in","Fy*S",null,null,null,null,null,null,null,null,null,null,null,null,null,"Pitch/Width",null,"Height",null,"Thickness","Gage",null,null,null,null,null,null,"Continuous",null,1,"Designation:","Designation:","Designation:"]
[null,null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,"Fy (ksi):","=",{"$f":"IF($E$17=$BC$3,$E$19,\"-\")","v":"-"},null,null,null,null,"Reduction factor for section loss =",{"$f":"1-$E$23","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(In.)",null,"(In.)",null,"(In.)",null,"(ksf)","(in3/ft)","(in-kip)","(in^4/ft)",null,null,null,null,2,"Fy (ksi):","Fy (ksi):","Fy (ksi):"]
[null,null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,"Original Thickness (in):","=",{"$f":"IF($E$17=$BC$3,$E$20,\"-\")","v":"-"},null,null,null,null,"Deck capacity (including section loss) =",{"$f":"X4*X5","v":{"$error":"#VALUE!"}},"k-in/in","Fy*S*(1-SL%) =",null,null,null,null,null,null,null,null,null,null,null,"From TBLRP","6 x 2 x 0.109",6,"x",2,"x",0.109,12,6.0000000000000001E-3,1.1759999999999999,39.299999999999997,null,null,null,null,null,3,"Original Thickness (in):","Original Thickness (in):","Main Beam (MB) Depth (in):"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,"Weight (ksf):","=",{"$f":"IF($E$17=$BC$3,$E$21,\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From TBLRP","6 x 2 x 0.134",6,"x",2,"x",0.13400000000000001,10,8.0000000000000002E-3,1.488,49.8,null,null,null,null,null,4,"Weight (ksf):","Original Weight (ksf):","Main Beam (MB) thickness (in):"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,"Original Sx (in^3/ft):","=",{"$f":"IF($E$17=$BC$3,$E$22,\"-\")","v":"-"},null,null,null,"Dead Load Moments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From TBLRP","6 x 2 x 0.179",6,"x",2,"x",0.17899999999999999,7,1.0999999999999999E-2,1.944,64.900000000000006,null,null,null,null,null,5,"Original Sx (in^3/ft):","Original Sx (in^3/ft):","Main Beam (MB) Spacing (in):"]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,"Section Loss (%):","=",{"$f":"IF($E$17=$BC$3,$E$23,\"-\")","v":"-"},null,null,null,"Corrugated Deck- ","Simple","max + M =",{"$f":"0.125*($R$7/144)*$F$32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.125*w*l^2",null,null,null,null,null,null,null,null,null,null,"From Contech","6 x 2 x 0.105",6,"x",2,"x",0.105,12,5.9800000000000001E-3,1.0620000000000001,null,1.151,null,null,null,null,6,"Section Loss (%):","Section Loss (%):","MB Thickness Section Loss (%):"]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,"Simple or Continuous:","=",{"$f":"IF($E$17=$BC$3,$E$24,\"-\")","v":"-"},null,null,null,null,"Continuous","max + M =",{"$f":"0.08*($R$7/144)*$F$32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2",null,null,null,null,null,null,null,null,null,null,"From Contech","6 x 2 x 0.135",6,"x",2,"x",0.13500000000000001,10,7.6299999999999996E-3,1.3420000000000001,null,1.466,null,null,null,null,7,"Simple or Continuous:","Simple or Continuous:","Supplemental Bar Depth (in):"]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,"Fill and Wearing Surface Depth (in):","=",{"$f":"IF($E$17=$BC$3,$E$25,\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From Contech","6 x 2 x 0.179",6,"x",2,"x",0.17899999999999999,7,1.0059999999999999E-2,1.732,null,1.92,null,null,null,null,8,"Fill and Wearing Surface Depth (in):","Fill and Wearing Surface Depth (in):","Supplemental Bar Thickness (in):"]
[null,null,null,null,null,null,null,"Deck Descr:",null,null,null,null,null,null,null,"Fill and Wearing Surface Material:","=",{"$f":"IF($E$17=$BC$3,$E$26,\"-\")","v":"-"},null,null,null,"Fill material -",null,"w = ",{"$f":"(R13*R11/12)/144","v":{"$error":"#VALUE!"}},"k/in",null,null,null,null,null,null,null,null,null,null,null,"From Contech","9 x 3 x 0.164",9,"x",3,"x",0.16400000000000001,8,1.0500000000000001E-2,2.9060000000000001,null,4.68,null,null,null,null,9,"Fill and Wearing Surface Material:","Fill and Wearing Surface Material:","Supplemental Bars Btw Each MB:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill and Wearing Surface Unit Weight (kcf):","=",{"$f":"IF($E$17=$BC$3,$E$27,\"-\")","v":"-"},null,null,null,null,"Simple","max + M =",{"$f":"0.125*Y12*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.125*w*l^2",null,null,null,null,null,null,null,null,null,null,"From Contech","9 x 3 x 0.179",9,"x",3,"x",0.17899999999999999,7,1.15E-2,3.173,null,5.12,null,null,null,null,10,"Fill and Wearing Surface Unit Weight (kcf):","Fill and Wearing Surface Unit Weight (kcf):","Total Weight (ksf):"]
[null,"Deck Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,"Misc. Dead Load (ksf):","=",{"$f":"IF($E$17=$BC$3,$E$28,\"-\")","v":"-"},null,null,null,null,"Continuous","max + M =",{"$f":"0.08*Y12*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2",null,null,null,null,null,null,null,null,null,null,"From Contech","9 x 3 x 0.209",9,"x",3,"x",0.20899999999999999,5,1.35E-2,3.68,null,5.9729999999999999,null,null,null,null,11,"Misc. Dead Load (ksf):","Misc. Dead Load (ksf):","Original Sx (in^3/ft):","<<misc loads need to be in ksf for equations to be right"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Plate Deck",null,null,null,null,null,null,"Continuous",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From Contech","9 x 3 x 0.239",9,"x",3,"x",0.23899999999999999,3,1.5299999999999999E-2,4.16,null,6.84,null,null,null,null,12," "," ","Misc. Dead Load (ksf):"]
[null,"DATA INPUT TABLE",null,null,null,null,null,"TIRE CONTACT AREA (in)**",null,null,null,null,null,null,null,{"$f":"BD4","v":"Designation:"},"=",{"$f":"IF($E$17=$BD$3,$E$18,\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From Contech","9 x 3 x 0.313",9,"x",3,"x",0.313,"5/16\"",1.9800000000000002E-2,5.3159999999999998,null,8.7509999999999994,null,null,null,null,13,"  "," "," "]
[null,"Deck Type",null,null,null,null,null,"Rear",null,"AASHTO","Through Fill","Total",null,null,null,"Fy (ksi):","=",{"$f":"IF($E$17=$BD$3,$E$19,\"-\")","v":"-"},null,null,null,"Miscellaneous Loads -",null,"w = ",{"$f":"$R$14/144","v":{"$error":"#VALUE!"}},"k/in",null,null,null,null,null,null,null,null,null,null,null,"From Contech","9 x 3 x 0.375",9,"x",3,"x",0.375,"3/8\"",2.3800000000000002E-2,6.2759999999999998,null,10.331,null,null,null,null,14," "," "," "]
[null,{"$f":"IFERROR(HLOOKUP($E$17,$BC$3:$BE$19,$BB5,0),\"\")","v":""},null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"Width\",IF($E$17=$BD$3,\"HS Width\",IF($E$17=$BE$3,\"Width\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,$W$25,IF($E$17=$BD$3,$W$99,IF($E$17=$BE$3,$Y$165,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$X$25,IF($E$17=$BD$3,$X$99,IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$Y$25,IF($E$17=$BD$3,$Y$99,IF($E$17=$BE$3,$Y$165,\"\")))","v":""},null,null,null,"Original Thickness (in):","=",{"$f":"IF($E$17=$BD$3,$E$20,\"-\")","v":"-"},null,null,null,null,"Simple","max + M =",{"$f":"0.125*Y17*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.125*w*l^2",null,null,null,null,null,null,null,null,null,null,"From Contech","12 x 4 x 0.149",12,"x",4,"x",0.14899999999999999,9,9.5899999999999996E-3,3.65,null,8.6199999999999992,null,null,null,null,15," "," "," "]
[null,{"$f":"IFERROR(HLOOKUP($E$17,$BC$3:$BE$19,$BB6,0),\"\")","v":""},null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"Length\",IF($E$17=$BD$3,\"SHV/EV Width\",IF($E$17=$BE$3,\"HS Length\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,$W$26,IF($E$17=$BD$3,$W$98,IF($E$17=$BE$3,$X$165,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$X$26,IF($E$17=$BD$3,$X$98,IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$Y$26,IF($E$17=$BD$3,$Y$98,IF($E$17=$BE$3,$X$165,\"\")))","v":""},null,null,null,{"$f":"BD7","v":"Original Weight (ksf):"},"=",{"$f":"IF($E$17=$BD$3,$E$21,\"-\")","v":"-"},null,null,null,null,"Continuous","max + M =",{"$f":"0.08*Y17*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2",null,null,null,null,null,null,null,null,null,null,"From Contech","12 x 4 x 0.164",12,"x",4,"x",0.16400000000000001,8,1.055E-2,4.01,null,9.48,null,null,null,null,16," "," "]
[null,{"$f":"IFERROR(\"*\"&HLOOKUP($E$17,$BC$3:$BE$19,$BB7,0),\"\")","v":""},null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"Length\",IF($E$17=$BE$3,\"SHV Length\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,$Z$99,IF($E$17=$BE$3,$X$166,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,$AA$99,IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,$AB$99,IF($E$17=$BE$3,$X$166,\"\")))","v":""},null,null,null,{"$f":"BD8","v":"Original Sx (in^3/ft):"},"=",{"$f":"IF($E$17=$BD$3,$E$22,\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From Contech","12 x 4 x 0.179",12,"x",4,"x",0.17899999999999999,7,1.15E-2,4.34,null,10.34,null,null,null,null,17]
[null,{"$f":"IFERROR(HLOOKUP($E$17,$BC$3:$BE$19,$BB8,0),\"\")","v":""},null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,\"EV2 Length\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,$X$170,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,$X$170,\"\")))","v":""},null,null,null,{"$f":"BD9","v":"Section Loss (%):"},"=",{"$f":"IF($E$17=$BD$3,$E$23,\"-\")","v":"-"}]
[null,"",null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,\"EV3 Length\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,$X$171,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,$X$171,\"\")))","v":""},null,null,null,"Simple or Continuous:","=",{"$f":"IF($E$17=$BD$3,$E$24,\"-\")","v":"-"},null,null,null,"Live Load Moments (Rear Axle)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck"]
[null,"",null,null,null,null,null,"Front",null,"AASHTO","Through Fill","Total",null,null,null,"Fill and Wearing Surface Depth (in):","=",{"$f":"IF($E$17=$BD$3,$E$25,\"-\")","v":"-"},null,null,null,"Tire contact area: (rear axle)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Section Modulus Top","Section Modulus Bottom","Approximate Weight","Main Beam (MB) depth","Main Beam (MB) spacing","Main Beam (MB) weight","Cross Bar (C'Bar) depth","Cross Bar (C'Bar) spacing","Cross Bar (C'Bar) thickness","Supplemental Bar depth","Supplemental Bar thickness","Supplemental Bars btw each MB"]
[null,"",null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"Width\",IF($E$17=$BD$3,\"Width\",IF($E$17=$BE$3,\"Width\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,$W$43,IF($E$17=$BD$3,$W$116,IF($E$17=$BE$3,$Y$179,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$X$43,IF($E$17=$BD$3,$X$116,IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$Y$43,IF($E$17=$BD$3,$Y$116,IF($E$17=$BE$3,$Y$179,\"\")))","v":""},null,null,null,"Fill and Wearing Surface Material:","=",{"$f":"IF($E$17=$BD$3,$E$26,\"-\")","v":"-"},null,null,null,null,"per AASHTO 3.30","add for fill","USE"]
[null,"",null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"Length\",IF($E$17=$BD$3,\"Length\",IF($E$17=$BE$3,\"HS/SHV Length\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,$W$44,IF($E$17=$BD$3,$W$117,IF($E$17=$BE$3,$X$179,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$X$44,IF($E$17=$BD$3,$X$117,IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,$Y$44,IF($E$17=$BD$3,$Y$117,IF($E$17=$BE$3,$X$179,\"\")))","v":""},null,null,null,"Fill and Wearing Surface Unit Weight (kcf):","=",{"$f":"IF($E$17=$BD$3,$E$27,\"-\")","v":"-"},null,null,null,"width =",{"$f":"IF($K$33<>\"\",$K$33,20)","v":20},{"$f":"2*R11","v":{"$error":"#VALUE!"}},{"$f":"W25+X25","v":{"$error":"#VALUE!"}},"inches"]
[null,"",null,null,null,null,null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,\"EV Length\",\"\")))","v":""},null,{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,$X$184,\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,\"\",\"\")))","v":""},{"$f":"IF($E$17=$BC$3,\"\",IF($E$17=$BD$3,\"\",IF($E$17=$BE$3,$X$184,\"\")))","v":""},null,null,null,"Misc. Dead Load (ksf):","=",{"$f":"IF($E$17=$BD$3,$E$28,\"-\")","v":"-"},null,null,null,"length =",{"$f":"IF($L$33<>\"\",$L$33,10)","v":10},{"$f":"2*R11","v":{"$error":"#VALUE!"}},{"$f":"W26+X26","v":{"$error":"#VALUE!"}},"inches",{"$f":"IF(Y26<48,\"OK-Less than 48\",\"more than 48, wheel loads overlap!!!\")","v":{"$error":"#VALUE!"}}]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck",null,null,null,null,null,"Truck","Max. Wheel Load (k)","Is calculated deck span between flange tips < wheel width?","load to top of deck(k/in)","R1","a"," + M\n(k-in/in)",null,null,null,null,null,null,null,null,null,null,null,"(in3/ft)","(in3/ft)","(ksf)","(in)","(in)","(klf)","(in)","(in)","(in)","(in)","(in)","(each)"]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE4","v":"Designation:"},"=",{"$f":"IF($E$17=$BE$3,$E$18,\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nonstandard Grid"]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,"Fy (ksi):","=",{"$f":"IF($E$17=$BE$3,$E$19,\"-\")","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"5\" 4-Way HD Modified",5.5880000000000001,8.1,2.58E-2,5.1875,3.75,5.3E-3,2.5,4,0.25,1,0.25,1]
[null,"*Get designated section properties from the table when applicable.",null,null,null,null,null,null,null,null,null,null,null,null,null,"Main Beam (MB) Depth (in):","=",{"$f":"IF($E$17=$BE$3,$E$20,\"-\")","v":"-"},null,null,null,"H/HS",16,{"$f":"IF($F$34<$W$25,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(X30=\"YES\",\"-\",W30/$Y$25)","v":"-"},{"$f":"IF(X30=\"YES\",\"-\",W30/2)","v":"-"},{"$f":"IF(X30=\"YES\",\"-\",($F$35-$Y$25)/2)","v":"-"},{"$f":"IF(X30=\"YES\",\"-\",(Z30*(AA30+(Z30/(2*Y30))))/$Y$26)","v":"-"}," - assuming that the wheel width will be less than the girder spacing, moments will be calculated based on a simple beam with a uniform load partially distributed.  (Mu = R1*(a+(R1/2w))).",null,null,null,null,null,null,null,null,null,"5\" 4-Way Modified",4.0380000000000003,4.3209999999999997,1.8499999999999999E-2,5.1875,7.5,5.3E-3,2.5,4,0.25,1,0.25,2]
[null,"DATA FOR LIVE LOAD DISTRIBUTION",null,null,null,null,null,"TIRE CONTACT AREA OVERRIDE (in)",null,null,null,null,null,null,null,"Main Beam (MB) thickness (in):","=",{"$f":"IF($E$17=$BE$3,$E$21,\"-\")","v":"-"},null,null,null,"SU4/SU5/NRL",8.5,{"$f":"IF($F$34<$W$25,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(X31=\"YES\",\"-\",W31/$Y$25)","v":"-"},{"$f":"IF(X31=\"YES\",\"-\",W31/2)","v":"-"},{"$f":"IF(X31=\"YES\",\"-\",($F$35-$Y$25)/2)","v":"-"},{"$f":"IF(X31=\"YES\",\"-\",(Z31*(AA31+(Z31/(2*Y31))))/$Y$26)","v":"-"},null,null,null,null,null,null,null,null,null,null,"5\" RB 4.2M",6.4210000000000003,7.8890000000000002,2.5399999999999999E-2,5.1875,4,5.3E-3,2.5,4,0.25,1,0.25,2]
[null,"Stringer Spacing (in):",null,null,null,null,null,null,null,null,"Width","Length",null,null,null,"Main Beam (MB) Spacing (in):","=",{"$f":"IF($E$17=$BE$3,$E$22,\"-\")","v":"-"},null,null,null,"SU6/SU7",8.5,"YES","-","-","-","-",null,null,null,null,null,null,null,null,null,null,"5\" RB 6.2M",4.2809999999999997,5.26,1.9199999999999998E-2,5.1875,6,5.3E-3,2.5,4,0.25,1,0.25,2]
[null,null,null,null,"Flange Width (in):",null,null,"All Trucks Rear",null,null,null,null,null,null,null,"MB Thickness Section Loss (%):","=",{"$f":"IF($E$17=$BE$3,$E$23,\"-\")","v":"-"},null,null,null,"T3",8.5,{"$f":"IF($F$34<$W$25,\"YES\",\"NO\")","v":"YES"},"-","-","-","-",null,null,null,null,null,null,null,null,null,null,"5\" RB 8.2M",3.2189999999999999,3.9550000000000001,1.6400000000000001E-2,5.1875,8,5.3E-3,2.5,4,0.25,1,0.25,2]
[null,null,null,null,"Calculated Deck Span Between Flange Tips (in):",{"$f":"F32-F33","v":0},null,"All Trucks Front",null,null,null,null,null,null,null,"Supplemental Bar Depth (in):","=",{"$f":"IF($E$17=$BE$3,E24,\"-\")","v":"-"},null,null,null,"T3S2",7.75,{"$f":"IF($F$34<$W$25,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,"Calculated Deck Span (in):",{"$f":"IF(E17=$BE$3,F34+E20,F32-F33/2)","v":0},null,{"$f":"\"**Tire contact areas referenced in \"&IF(E17=P3,\"AASHTO 3.30\",IF(E17=P15,\"AASHTO 10.41.2\",IF(E17=P27,\"AASHTO 3.27.3\",\"\")))","v":"**Tire contact areas referenced in "},null,null,null,null,null,null,null,"Supplemental Bar Thickness (in):","=",{"$f":"IF($E$17=$BE$3,$E$25,\"-\")","v":"-"},null,null,null,"T3-3",8,{"$f":"IF($F$34<$W$25,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE12","v":"Supplemental Bars Btw Each MB:"},"=",{"$f":"IF($E$17=$BE$3,$E$26,\"-\")","v":"-"}]
[null,"LL Impact Factor:",null,null,null,1.3,null,null,null,null,null,null,null,null,null,{"$f":"BE13","v":"Total Weight (ksf):"},"=",{"$f":"IF($E$17=$BE$3,$E$27,\"-\")","v":"-"},null,null,null,"EV2",{"$f":"33.5/2","v":16.75},{"$f":"IF($F$34<W25,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(X37=\"YES\",\"-\",W37/$Y$25)","v":"-"},"-",{"$f":"IF(X37=\"YES\",\"-\",($F$35-$Y$25)/2)","v":"-"},"-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE14","v":"Original Sx (in^3/ft):"},"=",{"$f":"IF($E$17=$BE$3,$E$28,\"-\")","v":"-"},null,null,null,"EV3",15.5,{"$f":"IF($F$34<W25,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(X38=\"YES\",\"-\",W38/$Y$25)","v":"-"},"-",{"$f":"IF(X38=\"YES\",\"-\",($F$35-$Y$25)/2)","v":"-"},"-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE15","v":"Misc. Dead Load (ksf):"},"=",{"$f":"IF($E$17=$BE$3,$E$29,\"-\")","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE16","v":" "},"=",null,null,null,null,"Live Load Moments (Front Axle)"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null," ","=",null,null,null,null,"Tire contact area: (front axle)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," ","=",null,null,null,null,null,"***","Add for Fill","Actual Load Area (in)"]
[null,"Deck Capacity (Cu)",null,null,null,null,null,"Live Load Moments",null,null,null,null,null,null,null,null,null,null,null,null,null,"width =",{"$f":"IF($K$34<>\"\",$K$34,10)","v":10},{"$f":"2*R11","v":{"$error":"#VALUE!"}},{"$f":"W43+X43","v":{"$error":"#VALUE!"}}]
[null,"Cu = Fy*Sx*(1-SL%)",null,null,null,null,null,{"$f":"IF($E$17=$BC$3,IF($R$8=$AZ$3,\"+Mmax = R1*(a+(R1/2w)) or = 0.125*w*l^2\",IF($R$8=$AZ$4,\"+Mmax = R1*(a+(R1/2w)) or = 0.08*w*l^2\",\"\")),IF($E$17=$BD$3,IF($R$20=$AZ$3,\"+Mmax = R1*(a+(R1/2w)) or = 0.125*w*l^2\",IF($R$20=$AZ$4,\"+Mmax = R1*(a+(R1/2w)) or = 0.080*w*l^2\",\"\")),IF($E$17=$BE$3,\"+Mmax = R1*(a+(R1/2w)) or  = 0.080*w*l^2\",\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,"length =",{"$f":"IF($L$34<>\"\",$L$34,10)","v":10},{"$f":"2*R11","v":{"$error":"#VALUE!"}},{"$f":"W44+X44","v":{"$error":"#VALUE!"}}]
[null,null,null,{"$f":"IF($E$17=$BC$3,\"Cu = \"&$R$5&\" * \"&ROUND($R$8,3)&\" * (1-\"&$R$9&\") =\",IF($E$17=$BD$3,\"Cu = \"&$R$17&\" * \"&ROUND($R$20,3)&\" * (1-\"&$R$21&\") =\",IF($E$17=$BE$3,\"Cu = \"&$R$29&\" * \"&ROUND($R$38,3)&\" * (1-\"&$R$33&\") =\",\"\")))","v":""},{"$f":"IFERROR((IF($E$17=$BC$3,$X$6,IF($E$17=$BD$3,$X$78,IF($E$17=$BE$3,$X$152,\"\")))),\"\")","v":""},"k-in/in",null,null,null,"MLL HS:",{"$f":"IFERROR((IF($E$17=$BC$3,$Z61,IF($E$17=$BD$3,$Z135,IF($E$17=$BE$3,$Y192,\"\")))),\"\")","v":""},"k-in/in",null,null,null,"Steel Grid Decking Example Diagrams:",null,null,null,null,null,null,"***wheel on front axle is assumed to be half as wide as the back wheel"]
[null,null,null,null,null,null,null,null,null,"MLL H:",{"$f":"IFERROR((IF($E$17=$BC$3,$Z62,IF($E$17=$BD$3,$Z136,IF($E$17=$BE$3,$Y193,\"\")))),\"\")","v":""},"k-in/in",null,null,null,null,null,null,null,null,null,"Truck","Max. Wheel Load (k)","Is calculated deck span between flange tips < wheel width?","load to top of deck(k/in)","R1","a"," + M\n(k-in/in)"]
[null,null,"Dead Load Moments",{"$f":"IF($E$17=$BC$3,IF($R$10=$AZ$3,\"Simple +Mmax = 0.125*w*l^2\",IF($R$10=$AZ$4,\"Continuous +Mmax = 0.08*w*l^2\",\"\")),IF($E$17=$BD$3,IF($R$22=$AZ$3,\"Simple +Mmax = 0.125*w*l^2\",IF($R$22=$AZ$4,\"Continuous +Mmax = 0.08*w*l^2\",\"\")),IF($E$17=$BE$3,\"Simple +Mmax = 0.125*w*l^2\",\"\")))","v":""},null,null,null,null,null,"MLL SHVSU4:","","k-in/in"]
[null,null,{"$f":"E17&\":\"","v":":"},null,{"$f":"IFERROR((IF($E$17=$BC$3,IF($R$10=$AZ$3,$Y$9,IF($R$10=$AZ$4,$Y$10,\"\")),IF($E$17=$BD$3,IF($R$22=$AZ$3,$Y$81,IF($R$22=$AZ$4,$Y$82,\"\")),IF($E$17=$BE$3,$X$155,\"\")))),\"\")","v":""},"k-in/in",null,null,null,"MLL SHVSU5:","","k-in/in"]
[null,null,"Fill:",null,{"$f":"IFERROR((IF($E$17=$BC$3,IF($R$10=$AZ$3,$Y$13,IF($R$10=$AZ$4,$Y$14,\"\")),IF($E$17=$BD$3,IF($R$22=$AZ$3,$Y$85,IF($R$22=$AZ$4,$Y$86,\"\")),\"0.000\"))),\"\")","v":"0.000"},"k-in/in",null,null,null,"MLL SHVSU6:","","k-in/in",null,null,null,null,null,null,null,null,null,"H/HS",4,{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(X49=\"YES\",\"-\",W49/$Y$43)","v":"-"},{"$f":"IF(X49=\"YES\",\"-\",W49/2)","v":"-"},{"$f":"IF(X49=\"YES\",\"-\",($F$35-$Y$43)/2)","v":"-"},{"$f":"IF(X49=\"YES\",\"-\",(Z49*(AA49+(Z49/(2*Y49))))/$Y$44)","v":"-"}," - assuming that the wheel width will be less than the girder spacing, moments will be calculated based on a simple beam with a uniform load partially distributed.  (Mu = R1*(a+(R1/2w)))."]
[null,null,"Miscellaneous:",null,{"$f":"IFERROR((IF($E$17=$BC$3,IF($R$10=$AZ$3,$Y$18,IF($R$10=$AZ$4,$Y$19,\"\")),IF($E$17=$BD$3,IF($R$22=$AZ$3,$Y$89,IF($R$22=$AZ$4,$Y$90,\"\")),IF($E$17=$BE$3,$X$158,\"\")))),\"\")","v":""},"k-in/in",null,null,null,"MLL SHVSU7:","","k-in/in",null,null,null,null,null,null,null,null,null,"SU4/SU5/NRL",6,{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(X50=\"YES\",\"-\",W50/$Y$43)","v":"-"},{"$f":"IF(X50=\"YES\",\"-\",W50/2)","v":"-"},{"$f":"IF(X50=\"YES\",\"-\",($F$35-$Y$43)/2)","v":"-"},{"$f":"IF(X50=\"YES\",\"-\",(Z50*(AA50+(Z50/(2*Y50))))/$Y$44)","v":"-"}]
[null,null,null,"Total:",{"$f":"IFERROR((E48+E49+E50),\"\")","v":""},"k-in/in",null,null,null,"MLL T3:","","k-in/in",null,null,null,null,null,null,null,null,null,"SU6/SU7",6,{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,null,null,null,null,null,"MLL T3S2:","","k-in/in",null,null,null,null,null,null,null,null,null,"T3",8,{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,null,null,null,null,null,"MLL T3-3:","","k-in/in",null,null,null,null,null,null,null,null,null,"T3S2",5,{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,null,null,null,null,null,"MLL NRL:","","k-in/in",null,null,null,null,null,null,null,null,null,"T3-3",6,{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,null,null,null,null,null,"MLL EV2:","","k-in/in",null,null,null,null,null,null,null,null,null,"EV2",{"$f":"24/2","v":12},{"$f":"IF($F$34<$W$43,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,null,null,null,null,null,null,null,null,"MLL EV3:","","k-in/in",null,null,null,null,null,null,null,null,null,"EV3",12,{"$f":"IF($F$34<W43,\"YES\",\"NO\")","v":"YES"},"-","-","-","-"]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors",null,null,null,null,null,null,null,null,"Steel Corrugate Deck"]
[null,null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck","Truck Weight(Tons)","Dead Loads Simple (+M)","Dead Loads Continuous (+M)","Controlling Live Loads (+M)","Rating Factor (Inv)","Rating (Inv) (Tons)","Rating Factor (Opr)","Rating (Opr) (Tons)"]
[null,null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((IF($E$17=$BC$3,$AB61*20/36,IF($E$17=$BD$3,$AB135*20/36,IF($E$17=$BE$3,$AA192*20/36,\"\")))),\"\")","v":""},{"$f":"IFERROR(K59/20,\"\")","v":""}]
[null,null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((IF($E$17=$BC$3,AD61*20/36,IF($E$17=$BD$3,AD135*20/36,IF($E$17=$BE$3,$AC192*20/36,\"\")))),\"\")","v":""},{"$f":"IFERROR(K60/20,\"\")","v":""}]
[null,null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,null,null,null,null,null,"HS",36,{"$f":"$Y$9+$Y$13+$Y$18","v":{"$error":"#VALUE!"}},{"$f":"$Y$10+$Y$14+$Y$19","v":{"$error":"#VALUE!"}},{"$f":"MAX(AB49,AB30)","v":0},{"$f":"IF(Z61=0,1.25,($X$6-(1.3*IF($R$10=$AZ$3,$X61,$Y61)))/(2.17*Z61*$F$37))","v":1.25},{"$f":"W61*AA61","v":45},{"$f":"IF(Z61=0,2.0833,($X$6-(1.3*IF($R$10=$AZ$3,$X61,$Y61)))/(1.3*$Z61*$F$37))","v":2.0832999999999999},{"$f":"W61*AC61","v":74.998800000000003}]
[null,null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((IF($E$17=$BC$3,$AB61*20/36,IF($E$17=$BD$3,$AB135*20/36,IF($E$17=$BE$3,$AA192*20/36,\"\")))),\"\")","v":""},{"$f":"IFERROR(K62/20,\"\")","v":""},null,null,null,null,null,null,null,null,null,"H",20,{"$f":"$Y$9+$Y$13+$Y$18","v":{"$error":"#VALUE!"}},{"$f":"$Y$10+$Y$14+$Y$19","v":{"$error":"#VALUE!"}},{"$f":"MAX(AB49,AB30)","v":0},{"$f":"IF(Z62=0,1.25,($X$6-(1.3*IF($R$10=$AZ$3,$X62,$Y62)))/(2.17*Z62*$F$37))","v":1.25},{"$f":"W62*AA62","v":25},{"$f":"IF(Z62=0,2.0833,($X$6-(1.3*IF($R$10=$AZ$3,$X62,$Y62)))/(1.3*$Z62*$F$37))","v":2.0832999999999999},41.665999999999997]
[null,null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((IF($E$17=$BC$3,AD61*20/36,IF($E$17=$BD$3,AD135*20/36,IF($E$17=$BE$3,$AC192*20/36,\"\")))),\"\")","v":""},{"$f":"IFERROR(K63/20,\"\")","v":""},null,null,null,null,null,null,null,null,null,"SU4",27,{"$f":"$Y$9+$Y$13+$Y$18","v":{"$error":"#VALUE!"}},{"$f":"$Y$10+$Y$14+$Y$19","v":{"$error":"#VALUE!"}},{"$f":"MAX(AB50,AB31)","v":0},1.25,33.75,2.0832999999999999,56.249099999999999]
[null,null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5",31,{"$f":"$Y$9+$Y$13+$Y$18","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"MAX(AB50,AB31)","v":0},1.25,38.75,2.0832999999999999,64.582300000000004]
[null,null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC63,IF($E$17=$BD$3,$AC137,IF($E$17=$BE$3,$AB194,\"\")))),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC67,IF($E$17=$BD$3,$AC141,IF($E$17=$BE$3,$AB198,\"\")))),\"\")","v":""},null,null,null,null,null,null,null,null,null,"SU6",34.75,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB51,AB32)","v":0},1.25,43.4375,2.0832999999999999,72.394674999999992]
[null,null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC64,IF($E$17=$BD$3,$AC138,IF($E$17=$BE$3,$AB195,\"\")))),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC68,IF($E$17=$BD$3,$AC142,IF($E$17=$BE$3,$AB199,\"\")))),\"\")","v":""},null,null,null,null,null,null,null,null,null,"SU7",38.75,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB51,AB32)","v":0},1.25,48.4375,2.0832999999999999,80.727874999999997]
[null,null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC65,IF($E$17=$BD$3,$AC139,IF($E$17=$BE$3,$AB196,\"\")))),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC69,IF($E$17=$BD$3,$AC143,IF($E$17=$BE$3,$AB200,\"\")))),\"\")","v":""},null,null,null,null,null,null,null,null,null,"T3",25,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB52,AB33)","v":0},1.25,{"$f":"W67*AA67","v":31.25},2.0832999999999999,{"$f":"W67*AC67","v":52.082499999999996}]
[null,"€ - ","Flexure Controls Rating",null,null,null,null,"SU7 Operating:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC66,IF($E$17=$BD$3,$AC140,IF($E$17=$BE$3,$AB197,\"\")))),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((IF($E$17=$BC$3,$AC70,IF($E$17=$BD$3,$AC144,IF($E$17=$BE$3,$AB201,\"\")))),\"\")","v":""},null,null,null,null,null,null,null,null,null,"T3S2",36,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB53,AB34)","v":0},1.25,45,2.0832999999999999,74.998800000000003]
[null,"¥ - ","Based on H-20 Rating",null,null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,null,null,"T3-3",40,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB54,AB35)","v":0},1.25,50,2.0832999999999999,83.331999999999994]
[null,"£ - ","Flexure Controls Rating",null,null,null,null,"EV2 Operating:",{"$f":"IFERROR((IF($E$17=$BC$3,AC71,IF($E$17=$BD$3,AC145,IF($E$17=$BE$3,$AB202,\"\")))),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((IF($E$17=$BC$3,AC72,IF($E$17=$BD$3,AC146,IF($E$17=$BE$3,$AB203,\"\")))),\"\")","v":""},null,null,null,null,"EV Crossing =",{"$f":"$I$10","v":1},null,null,null,"NRL",40,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB50,AB31)","v":0},1.25,50,2.0832999999999999,83.331999999999994]
[null,null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula.",null,null,null,null,null,null,null,null,"ADTT =",{"$f":"$I$9*$I$10","v":0.01},null,null,null,"EV2",57.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AB55,AB37)","v":0},1.25,71.875,2.0832999999999999,119.78975]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,null,null,"EV3",86,{"$f":"$Y$9+$Y$13+$Y$18","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"MAX(AB56,AB38)","v":0},1.25,107.5,2.0832999999999999,179.16379999999998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(R71>0,R71<1000),1.1,IF(OR(R71=0,R71>6000),1.3,(1.3-1.1)*(R71-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(R71>0,R71<1000),1.1,IF(OR(R71=0,R71>6000),1.2,(1.2-1.1)*(R71-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,"Steel Plate Deck"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(R71>0,R71<1000),1.1,IF(OR(R71=0,R71>6000),1.5,(1.5-1.1)*(R71-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,"Deck Capacity:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min lanes =",{"$f":"$L$8","v":1},null,null,null,null,"Deck capacity (no section loss) =",{"$f":"R20*R17/12","v":{"$error":"#VALUE!"}},"k-in/in","Fy*S"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(R76<2,1.3,IF(R70=1,R73,R75))","v":1.3},null,null,null,null,"Reduction factor for section loss =",{"$f":"1-$E$23","v":1}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(R76<2,1.3,IF(R70=1,R72,R74))","v":1.3},null,null,null,null,"Deck capacity (including section loss) =",{"$f":"X76*X77","v":{"$error":"#VALUE!"}},"k-in/in","Fy*S*(1-SL%) =",null,null," "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dead Load Moments"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Plate Deck- ","Simple","max + M =",{"$f":"0.125*($R$19/144)*$F$32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.125*w*l^2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Continuous","max + M =",{"$f":"0.08*($R$19/144)*$F$32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2","(based on beam diagrams for continuous spans)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill material -",null,"w = ",{"$f":"(R25*R23/12)/144","v":{"$error":"#VALUE!"}},"k/in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name",null,"Stringer Weight (klf)","Stringer Spacing\n(in)",null,null,null,"Simple","max + M =",{"$f":"0.125*Y84*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.125*w*l^2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Continuous","max + M =",{"$f":"0.08*Y84*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2","(based on beam diagrams for continuous spans)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer (Simple)",null,{"$f":"'Dead Load Calcs and Tables'!F22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer (Simple)(2)",null,{"$f":"'Dead Load Calcs and Tables'!F23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},null,null,"Miscellaneous -",null,"w = ",{"$f":"$R$26/144","v":{"$error":"#VALUE!"}},"k/in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer (Continuous)",null,{"$f":"'Dead Load Calcs and Tables'!F24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},null,null,null,"Simple","max + M =",{"$f":"0.125*Y88*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.125*w*l^2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer (Continuous)(2)",null,null,null,null,null,null,"Continuous","max + M =",{"$f":"0.08*Y88*F32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Floorbeam",null,{"$f":"'Dead Load Calcs and Tables'!F30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Floorbeam (2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Timber Stringer",null,{"$f":"'Dead Load Calcs and Tables'!F32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},null,null,"Live Load Moments (Rear Axle)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Timber Stringer (2)",null,{"$f":"'Dead Load Calcs and Tables'!F33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},null,null,"Tire contact area: (rear axle) (AASHTO 10.41.2)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"User Input Girder",null,null,null,null,null,null,"Width Perpendicular to Traffic (in)",null,null,"Length in Direction of Traffic (in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"User Input Stringer",null,null,null,null,null,"Wheel Load (k)","Per AASHTO","add for fill","USE","Per AASHTO","add for fill","USE"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"User Input Floorbeam",null,null,null,null,null,8,{"$f":"IF($K$33<>\"\",$K$33,20)","v":20},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"W97+X97","v":{"$error":"#VALUE!"}},{"$f":"IF($L$33<>\"\",$L$33,10)","v":10},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"Z97+AA97","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},null,{"$f":"'Dead Load Calcs and Tables'!F25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},null,null,12,{"$f":"IF($K$33<>\"\",$K$33,20)","v":20},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"W98+X98","v":{"$error":"#VALUE!"}},{"$f":"IF($L$33<>\"\",$L$33,10)","v":10},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"Z98+AA98","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},null,{"$f":"'Dead Load Calcs and Tables'!F26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},null,null,16,{"$f":"IF($K$33<>\"\",$K$33,24)","v":24},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"W99+X99","v":{"$error":"#VALUE!"}},{"$f":"IF($L$33<>\"\",$L$33,10)","v":10},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"Z99+AA99","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},null,{"$f":"'Dead Load Calcs and Tables'!F27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},null,null,null,null,null,null,null,null,{"$f":"IF(MAX($AB$97:$AB$99)<48,\"OK-Less than 48\",\"more than 48, wheel loads overlap!!!\")","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},null,{"$f":"'Dead Load Calcs and Tables'!F28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},null,null,"Truck","Max. Wheel Load (k)","Wheel Distribution Width Perpendicular to Traffic (in)","Is calculated deck span between flange tips < wheel width?","load to top of deck(k/in)","R1","a"," + M\n(k-in/in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},null,{"$f":"'Dead Load Calcs and Tables'!F29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H/HS",16,{"$f":"VLOOKUP(ROUNDUP(W104,0),$V$97:$AB$99,4,TRUE)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$34<X104,\"YES\",\"NO\")","v":{"$error":"#VALUE!"}},{"$f":"IF(Y104=\"YES\",\"-\",W104/VLOOKUP(ROUNDUP(W104,0),$V$97:$AB$99,4,TRUE))","v":{"$error":"#VALUE!"}},{"$f":"IF(Y104=\"YES\",\"-\",W104/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y104=\"YES\",\"-\",($F$35-VLOOKUP(ROUNDUP(W104,0),$V$97:$AB$99,4,TRUE))/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y104=\"YES\",\"-\",(AA104*(AB104+(AA104/(2*Z104))))/VLOOKUP(ROUNDUP(W104,0),$V$97:$AB$99,7,TRUE))","v":{"$error":"#VALUE!"}}," - assuming that the wheel width will be less than the girder spacing, moments will be calculated based on a simple beam with a uniform load partially distributed.  (Mu = R1*(a+(R1/2w)))."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4/SU5/NRL",8.5,{"$f":"VLOOKUP(ROUNDUP(W105,0),$V$97:$AB$99,4,TRUE)","v":{"$error":"#VALUE!"}},{"$f":"IF($F$34<X105,\"YES\",\"NO\")","v":{"$error":"#VALUE!"}},{"$f":"IF(Y105=\"YES\",\"-\",W105/VLOOKUP(ROUNDUP(W105,0),$V$97:$AB$99,4,TRUE))","v":{"$error":"#VALUE!"}},{"$f":"IF(Y105=\"YES\",\"-\",W105/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y105=\"YES\",\"-\",($F$35-VLOOKUP(ROUNDUP(W105,0),$V$97:$AB$99,4,TRUE))/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y105=\"YES\",\"-\",(AA105*(AB105+(AA105/(2*Z105))))/VLOOKUP(ROUNDUP(W105,0),$V$97:$AB$99,7,TRUE))","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6/SU7",8.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3",8.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",7.75,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3",8,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2",16.75,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",15.5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Live Load Moments (Front Axle)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tire contact area: (front axle)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"***","Add for Fill","Actual Load Area (in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"width =",{"$f":"IF($K$34<>\"\",$K$34,10)","v":10},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"W116+X116","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"length =",{"$f":"IF($L$34<>\"\",$L$34,10)","v":10},{"$f":"2*$R$23","v":{"$error":"#VALUE!"}},{"$f":"W117+X117","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"***wheel on front axle is assumed to be half as wide as the back wheel"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck","Max. Wheel Load (k)","Wheel Distribution Width Perpendicular to Traffic (in)","Is calculated deck span between flange tips < wheel width?","load to top of deck(k/in)","R1","a"," + M\n(k-in/in)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H/HS",4,{"$f":"$Y$116","v":{"$error":"#VALUE!"}},{"$f":"IF($F$34<X122,\"YES\",\"NO\")","v":{"$error":"#VALUE!"}},{"$f":"IF(Y122=\"YES\",\"-\",W122/$X$122)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y122=\"YES\",\"-\",W122/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y122=\"YES\",\"-\",($F$35-$Y$116)/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y122=\"YES\",\"-\",(AA122*(AB122+(AA122/(2*Z122))))/$Y$117)","v":{"$error":"#VALUE!"}}," - assuming that the wheel width will be less than the girder spacing, moments will be calculated based on a simple beam with a uniform load partially distributed.  (Mu = R1*(a+(R1/2w)))."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4/SU5/NRL",6,{"$f":"$Y$116","v":{"$error":"#VALUE!"}},{"$f":"IF($F$34<X123,\"YES\",\"NO\")","v":{"$error":"#VALUE!"}},{"$f":"IF(Y123=\"YES\",\"-\",W123/$X$122)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y123=\"YES\",\"-\",W123/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y123=\"YES\",\"-\",($F$35-$Y$116)/2)","v":{"$error":"#VALUE!"}},{"$f":"IF(Y123=\"YES\",\"-\",(AA123*(AB123+(AA123/(2*Z123))))/$Y$117)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6/SU7",6,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3",8,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",5,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3",6,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2",{"$f":"24/2","v":12},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",12,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors",null,null,null,null,null,null,null,null,"Steel Plate Deck"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck","Truck Weight(Tons)","Dead Loads Simple (+M)","Dead Loads Continuous (+M)","Controlling Live Loads (+M)","Rating Factor (Inv)","Rating (Inv) (Tons)","Rating Factor (Opr)","Rating (Opr) (Tons)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS",36,{"$f":"$Y$81+$Y$85+$Y$89","v":{"$error":"#VALUE!"}},{"$f":"$Y$82+$Y$86+$Y$90","v":{"$error":"#VALUE!"}},{"$f":"MAX(AC122,AC104)","v":{"$error":"#VALUE!"}},{"$f":"IF(Z135=0,1.25,($X$78-(1.3*IF($R$22=$AZ$3,$X135,$Y135)))/(2.17*$Z135*$F$37))","v":{"$error":"#VALUE!"}},{"$f":"W135*AA135","v":{"$error":"#VALUE!"}},{"$f":"IF(Z135=0,2.0833,($X$78-(1.3*IF($R$22=$AZ$3,$X135,$Y135)))/(1.3*$Z135*$F$37))","v":{"$error":"#VALUE!"}},{"$f":"W135*AC135","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H",20,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AC122,AC104)","v":{"$error":"#VALUE!"}},{"$f":"IF(Z136=0,1.25,($X$78-(1.3*IF($R$22=$AZ$3,$X136,$Y136)))/(2.17*$Z136*$F$37))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"IF(Z136=0,2.0833,($X$78-(1.3*IF($R$22=$AZ$3,$X136,$Y136)))/(1.3*$Z136*$F$37))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4",27,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AC123,AC105)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5",31,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AC123,AC105)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6",34.75,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AC124,AC106)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7",38.75,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AC124,AC106)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3",25,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"MAX(AC125,AC107)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",36,{"$f":"$Y$81+$Y$85+$Y$89","v":{"$error":"#VALUE!"}},{"$f":"$Y$82+$Y$86+$Y$90","v":{"$error":"#VALUE!"}},{"$f":"MAX(AC126,AC108)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3",40,{"$f":"$Y$81+$Y$85+$Y$89","v":{"$error":"#VALUE!"}},{"$f":"$Y$82+$Y$86+$Y$90","v":{"$error":"#VALUE!"}},{"$f":"MAX(AC127,AC109)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL",40,{"$f":"$Y$81+$Y$85+$Y$89","v":{"$error":"#VALUE!"}},{"$f":"$Y$82+$Y$86+$Y$90","v":{"$error":"#VALUE!"}},{"$f":"MAX(AC123,AC105)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2",57.5,{"$f":"$Y$81+$Y$85+$Y$89","v":{"$error":"#VALUE!"}},{"$f":"$Y$82+$Y$86+$Y$90","v":{"$error":"#VALUE!"}},{"$f":"MAX(AC128,AC110)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",86,{"$f":"$Y$81+$Y$85+$Y$89","v":{"$error":"#VALUE!"}},{"$f":"$Y$82+$Y$86+$Y$90","v":{"$error":"#VALUE!"}},{"$f":"MAX(AC129,AC111)","v":{"$error":"#VALUE!"}},{"$f":"IF(Z146=0,1.25,($X$78-(1.3*IF($R$22=$AZ$3,$X146,$Y146)))/(2.17*$Z146*$F$37))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"IF(Z146=0,2.0833,($X$78-(1.3*IF($R$22=$AZ$3,$X146,$Y146)))/(1.3*$Z146*$F$37))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Capacity:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck capacity (no section loss) =",{"$f":"R29*R38/12","v":{"$error":"#VALUE!"}},"k-in/in","Fy*S"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reduction factor for section loss =",{"$f":"1-$R$33","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck capacity (including section loss) =",{"$f":"X150*X151","v":{"$error":"#VALUE!"}},"k-in/in","Fy*S*(1-SL%) =",null,null," "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dead Load Moments"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Open Grid - ","max + M =",{"$f":"0.08*($R$37/144)*$F$32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2","(based on beam diagrams for continuous spans)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Miscellaneous Loads -","w = ",{"$f":"$R$39/144","v":{"$error":"#VALUE!"}},"k/in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"max + M =",{"$f":"0.08*($R$39/144)*$F$32^2","v":{"$error":"#VALUE!"}},"k-in/in","0.08*w*l^2","(based on beam diagrams for continuous spans)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Live Load Moments (Rear Axle)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck","Max. Wheel Load (k)","Wheel Distribution Length in Direction of Traffic (in)","Wheel Distribution Width Perpendicular to Traffic (in)","Is calculated deck span between flange tips < wheel width?","load to top of deck(k/in)","R1","a"," + M\n(k-in/in)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H/HS",16,{"$f":"1.25*W165+2*$R$32","v":{"$error":"#VALUE!"}},20,{"$f":"IF($F$34<Y165,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(Z165=\"YES\",\"-\",W165/IF($K$33<>\"\",$K$33,$Y$165))","v":"-"},{"$f":"IF(Z165=\"YES\",\"-\",W165/2)","v":"-"},{"$f":"IF(Z165=\"YES\",\"-\",($F$35-IF($K$33<>\"\",$K$33,$Y$165))/2)","v":"-"},{"$f":"IF(Z165=\"YES\",\"-\",(AB165*(AC165+(AB165/(2*AA165))))/IF($L$33<>\"\",$L$33,$X$165))","v":"-"}," - assuming that the wheel width will be less than the girder spacing, moments will be calculated based on a simple beam with a uniform load partially distributed.  (Mu = R1*(a+(R1/2w)))."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4/SU5/NRL",8.5,{"$f":"1.25*W166+2*$R$32","v":{"$error":"#VALUE!"}},20,{"$f":"IF($F$34<Y166,\"YES\",\"NO\")","v":"YES"},"-",{"$f":"IF(Z166=\"YES\",\"-\",W166/2)","v":"-"},"-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6/SU7",8.5,{"$error":"#VALUE!"},20,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3",8.5,{"$error":"#VALUE!"},20,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",7.75,{"$error":"#VALUE!"},20,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3",8,{"$error":"#VALUE!"},20,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2",16.75,{"$error":"#VALUE!"},20,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",15.5,{"$error":"#VALUE!"},20,"YES","-","-","-","-"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Live Load Moments (Front Axle) AASHTO 3.27.3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck","Max. Wheel Load (k)","Wheel Distribution Length in Direction of Traffic (in)","Wheel Distribution Width Perpendicular to Traffic (in)","Is calculated deck span between flange tips < wheel width?","load to top of deck(k/in)","R1","a"," + M\n(k-in/in)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H/HS",4,{"$f":"MAX(10,1.25*W179+2*$R$32)","v":{"$error":"#VALUE!"}},10,{"$f":"IF($F$34<Y179,\"YES\",\"NO\")","v":"YES"},{"$f":"IF(Z179=\"YES\",\"-\",W179/IF($K$34<>\"\",$K$34,Y179))","v":"-"},{"$f":"IF(Z179=\"YES\",\"-\",W179/2)","v":"-"},{"$f":"IF(Z179=\"YES\",\"-\",($F$35-IF($K$34<>\"\",$K$34,Y179))/2)","v":"-"},{"$f":"IF(Z179=\"YES\",\"-\",(AB179*(AC179+(AB179/(2*AA179))))/IF($L$34<>\"\",$L$34,X179))","v":"-"}," - assuming that the wheel width will be less than the girder spacing, moments will be calculated based on a simple beam with a uniform load partially distributed.  (Mu = R1*(a+(R1/2w)))."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4/SU5/NRL",6,{"$f":"MAX(10,1.25*W180+2*$R$32)","v":{"$error":"#VALUE!"}},10,{"$f":"IF($F$34<Y180,\"YES\",\"NO\")","v":"YES"},"-",{"$f":"IF(Z180=\"YES\",\"-\",W180/2)","v":"-"},"-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6/SU7",6,{"$error":"#VALUE!"},10,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3",8,{"$error":"#VALUE!"},10,"YES","-",{"$f":"IF(Z182=\"YES\",\"-\",W182/2)","v":"-"},"-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",5,{"$error":"#VALUE!"},10,"YES","-",{"$f":"IF(Z183=\"YES\",\"-\",W183/2)","v":"-"},"-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3",6,{"$error":"#VALUE!"},10,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2",{"$f":"24/2","v":12},{"$error":"#VALUE!"},10,"YES","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",12,{"$error":"#VALUE!"},10,"YES","-","-","-","-"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors",null,null,null,null,null,null,null,"Steel Open Grid Deck"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck","Truck Weight(Tons)","Dead Loads (+ M)","Controlling Live Loads (+M)","Rating Factor (Inv)","Rating (Inv) (Tons)","Rating Factor (Opr)","Rating (Opr) (Tons)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS",36,{"$f":"$X$155+$X$158","v":{"$error":"#VALUE!"}},{"$f":"MAX(AD179,AD165)","v":0},{"$f":"IF(Y192=0,1.25,($X$152-(1.3*X192))/(2.17*Y192*$F$37))","v":1.25},{"$f":"W192*Z192","v":45},{"$f":"IF(Y192=0,2.08333,($X$152-(1.3*X192))/(1.3*Y192*$F$37))","v":2.0833300000000001},{"$f":"W192*AB192","v":74.999880000000005}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H",20,{"$f":"$X$155+$X$158","v":{"$error":"#VALUE!"}},{"$f":"MAX(AD179,AD165)","v":0},{"$f":"IF(Y193=0,1.25,($X$152-(1.3*X193))/(2.17*Y193*$F$37))","v":1.25},{"$f":"W193*Z193","v":25},{"$f":"IF(Y193=0,2.08333,($X$152-(1.3*X193))/(1.3*Y193*$F$37))","v":2.0833300000000001},{"$f":"W193*AB193","v":41.666600000000003}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4",27,{"$error":"#VALUE!"},{"$f":"MAX(AD180,AD166)","v":0},1.25,33.75,2.0833300000000001,56.24991]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5",31,{"$error":"#VALUE!"},{"$f":"MAX(AD180,AD166)","v":0},1.25,38.75,2.0833300000000001,64.58323]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6",34.75,{"$error":"#VALUE!"},{"$f":"MAX(AD181,AD167)","v":0},1.25,43.4375,2.0833300000000001,72.395717500000003]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7",38.75,{"$error":"#VALUE!"},{"$f":"MAX(AD181,AD167)","v":0},1.25,48.4375,2.0833300000000001,80.729037500000004]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3",25,{"$error":"#VALUE!"},{"$f":"MAX(AD182,AD168)","v":0},1.25,31.25,2.0833300000000001,52.083250000000007]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",36,{"$error":"#VALUE!"},{"$f":"MAX(AD183,AD169)","v":0},1.25,{"$f":"W199*Z199","v":45},2.0833300000000001,{"$f":"W199*AB199","v":74.999880000000005}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3",40,{"$error":"#VALUE!"},{"$f":"MAX(AD184,AD170)","v":0},1.25,{"$f":"W200*Z200","v":50},2.0833300000000001,{"$f":"W200*AB200","v":83.333200000000005}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL",40,{"$error":"#VALUE!"},{"$f":"MAX(AD180,AD166)","v":0},1.25,{"$f":"W201*Z201","v":50},2.0833300000000001,{"$f":"W201*AB201","v":83.333200000000005}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2",57.5,{"$error":"#VALUE!"},{"$f":"MAX(AD185,AD171)","v":0},1.25,{"$f":"W202*Z202","v":71.875},2.0833300000000001,{"$f":"W202*AB202","v":119.79147500000001}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",86,{"$error":"#VALUE!"},{"$f":"MAX(AD186,AD172)","v":0},1.25,{"$f":"W203*Z203","v":107.5},2.0833300000000001,{"$f":"W203*AB203","v":179.16638}]

{"sheet":"Timber Deck","index":5,"n_rows":77,"n_cols":19,"rows_kept":77,"cut":false,"hidden":true,"merged":[[42,1,42,3],[42,6,42,7],[42,9,42,10],[46,9,46,10],[66,7,66,8],[67,7,67,8],[64,7,64,8],[65,7,65,8],[57,6,57,10],[58,6,58,8],[59,6,59,8],[61,6,61,8],[62,6,62,8],[47,6,47,7],[47,9,47,10],[48,9,48,10],[44,1,45,4],[45,12,48,12],[57,1,66,4],[56,1,56,4],[50,1,51,4],[71,1,72,10],[76,7,76,8],[75,7,75,8],[68,6,68,10],[69,7,69,8],[49,6,49,7],[49,9,49,10],[46,6,46,7],[51,14,70,17],[71,14,83,17],[75,5,75,6],[76,5,76,6],[37,14,37,18],[38,1,38,3],[38,6,38,7],[38,9,38,10],[38,12,41,12],[42,14,42,18],[60,6,60,10],[74,1,74,10],[38,16,38,18],[46,14,46,18],[48,1,49,4],[40,1,40,3],[41,1,41,3],[41,6,41,7],[48,6,48,7],[41,16,41,18],[44,6,44,10],[45,6,45,7],[45,9,45,10],[63,6,63,10],[0,1,0,10],[1,1,1,10],[6,1,6,10],[11,7,11,10],[13,1,13,10],[15,1,15,4],[15,6,15,10],[16,1,16,3],[18,6,18,9],[17,6,17,9],[10,1,11,1],[10,2,11,4],[7,7,7,8],[8,7,8,8],[9,7,9,8],[10,7,10,8],[17,1,17,3],[18,1,18,3],[3,14,4,16],[5,15,5,16],[16,6,16,9],[31,14,31,15],[24,14,24,15],[25,14,25,15],[24,12,25,13],[39,9,39,10],[39,16,39,18],[23,6,23,9],[25,6,25,9],[34,1,34,10],[24,6,24,9],[25,1,25,3],[37,1,37,3],[37,6,37,10],[20,1,20,3],[19,6,19,9],[22,1,22,3],[23,1,23,3],[20,6,20,9],[19,1,19,3],[26,1,26,3],[22,6,22,10],[41,9,41,10],[39,1,39,3],[39,6,39,7],[36,1,36,4],[36,6,36,10],[24,1,24,3],[40,16,40,18],[27,1,27,3],[21,1,21,3],[40,6,40,7],[40,9,40,10],[26,14,26,15],[27,14,27,15],[28,14,29,16],[28,1,28,3]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Timber Deck (ASD)"]
[]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,"Material","Unit Weight"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,"Concrete",0.15,"kcf"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,"Steel",0.49,"kcf"]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,"Wood/Timber",0.05,"kcf"]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,"Soil (Light)",0.1,"kcf"]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,"Soil (Medium)",0.11,"kcf"]
[null,null,null,null,null,null,"Deck Descr:",null,null,null,null,null,null,null,"Soil (Heavy)",0.12,"kcf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gravel",0.125,"kcf"]
[null,"Deck Inputs",null,null,null,null,null,null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf"]
[]
[null,"DATA INPUT TABLE",null,null,null,null,"DECK PROPERTIES"]
[null,"Deck Condition Rating:",null,null,null,null,"Is Deck Laminated:"]
[null,"Deck Unit Weight (kcf):",null,null,0.05,null,"Width of Deck Resist. Wheel Load (in):",null,null,null,{"$f":"IF(K17=\"Yes\",P35,IF((E21+E23)=0,P33,P34))","v":10}]
[null,"Actual Plank Thickness (in):",null,null,null,null,"Sx (in3):",null,null,null,{"$f":"(1/6)*K18*E19^2","v":0}]
[null,"Actual Plank Width (in):",null,null,null,null,"Allowable Bending Stress, Fb (ksi):",null,null,null,null,null,{"$f":"\"<Recommend using: \"&IF(E17>6,Q26,IF(E17<5,Q28,Q27))&\" For Allowable Bending Stress\"","v":"<Recommend using: 1 For Allowable Bending Stress"}]
[null,"Surfacing (Runners) Thickness (in):",null,null,null,null,"MALL (k-in):",null,null,null,{"$f":"K19*K20","v":0}]
[null,"Surfacing (Runners) Unit Weight (kcf):"]
[null,"Surfacing (Asphalt) Thickness (in):",null,null,null,null,"CONTROLLING DECK SPAN CHECK***"]
[null,"Surfacing (Asphalt) Unit Weight (kcf):",null,null,null,null,"Deck Span1 (in):",null,null,null,{"$f":"E28-E29/2","v":0}]
[null,"Fill Material Depth (in):",null,null,null,null,"Deck Span2 (in):",null,null,null,{"$f":"E28-E29+E19","v":0},null,null,null,"Timber Condition***",null,"Allowable Bending Stress (ksi)"]
[null,"Fill Material Unit Weight (kcf):",null,null,null,null,"Controlling Deck Span (in):",null,null,null,{"$f":"MIN(K25,K24)","v":0},null,null,null,"Good (minor weathering and decay)",null,2]
[null,"Misc. Dead Load (ksf):",null,null,null,null,"***AASHTO 2002 17th Edition - 3.25.1.2",null,null,null,null,null,null,null,"Fair (Substantial decay or damage)",null,1.5]
[null,"Stringer Spacing (in):",null,null,null,null,null,null,null,null,null,null,null,null,"Poor (Severe deterioration)",null,1]
[null,"Stringer Top Flange Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,"***This allowable bending stress recommendation is based upon seasoned and pressured treated southern pine. These values include a 33% increase for flatwise use and short duration loading."]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Width of Deck Resisting Wheel Load Check"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No Surfacing (in):",{"$f":"MAX(E20,10)","v":10},"< Width of Deck Resisting Wheel Load Check (Surfacing) = 1 plank width for bare plank deck [AASHTO 2002 17th Edition - 3.25.1.1]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Surfacing Present (in):",{"$f":"E20*2","v":0},"< Width of Deck Resisting Wheel Load Check (Laminated Deck) = 2 plank widths for plank deck with surfacing (From original TBLRP)"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Laminated Deck (in):",{"$f":"15+E19","v":15},"< 15 inches plus deck thickness for laminated decks [AASHTO 2002 17th Edition - 3.25.1.1]"]
[]
[null,"Dead Load Moment",null,null,null,null,"H/HS - Ratings"]
[null,"Plank Weight (k/in):",null,null,{"$f":"IFERROR((E19*E18/144*K18/12),\"\")","v":0},null,"Inventory",null,null,null,null,null,null,null,"H-15 / HS-15 Moment Analyis"]
[null,"Wearing Surface Weight (k/in):",null,null,{"$f":"IFERROR(((E23*E24+E22*E21)/144*K18/12),\"\")","v":0},null,"MALL - MDL (k-in):",null,{"$f":"IFERROR((ROUND(K21-E43,2)),\"\")","v":0},null,null,null,{"$f":"IF(I40=\"-\",\"\",IF(I40=P44,\"OK\",\"Adjust MALL to match MLL\"))","v":"Adjust MALL to match MLL"},{"$f":"IF(ISERR(I39-I40),0,(I39-I40))","v":0},"Equation 37a (Inv.) MLL",{"$f":"ROUND((0.16*I41*K26-(0.358*I41^1.5)),2)","v":0},"= 0.16*(Gross Weight of H-Truck Live Load)*(Controlling Deck Span)-0.358*(Gross Weight of H-Truck Live Load)1.5"]
[null,"Fill Weight (k/in):",null,null,{"$f":"IFERROR((E25*E26/144*K18/12),\"\")","v":0},null,"MLL (k-in):",null,{"$f":"IFERROR((IF(S44,IF(ISERROR(P39),0,P39),\"-\")),\"\")","v":""},null,null,null,null,null,"Equation 37b (Inv.) MLL",{"$f":"ROUND((0.0179*I41^0.5*K26*K26),2)","v":0},"= 0.0179*(Gross Weight of H-Truck Live Load)0.5*(Controlling Deck Span)2"]
[null,"Misc. Weight (k/in):",null,null,{"$f":"IFERROR((E27/12*K18/12),\"\")","v":0},null,"H-Rating (Iteration):",null,0,{"$f":"IF(P46=\"Yes - Equation 37a\",\"< Iterate\", \"<Use H-Rating (Equation) below\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"Equation 37a (Opr.) MLL",{"$f":"ROUND((0.16*I48*K26-(0.358*I48^1.5)),2)","v":0},"= 0.16*(Gross Weight of H-Truck Live Load)*(Controlling Deck Span)-0.358*(Gross Weight of H-Truck Live Load)1.5"]
[null,"Total Weight in Deck Plank Span  (k/in):",null,null,{"$f":"IFERROR((SUM(E38:E41)),\"\")","v":0},null,"H-Rating (Equation):",null,{"$f":"IFERROR((IF(P46=\"Yes - Equation 37a\",\"-\", (3120*P44*P44/K26/K26/K26/K26))),\"\")","v":""},{"$f":"IF(P46=\"Yes - Equation 37a\",\"Use Iteration\", \"<Equation 37b\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"Equation 37b (Opr.) MLL",{"$f":"ROUND((0.0179*I48^0.5*K26*K26),2)","v":0},"= 0.0179*(Gross Weight of H-Truck Live Load)0.5*(Controlling Deck Span)2"]
[null,"[Simple / Distributed] MDL (k-in):",null,null,{"$f":"IFERROR((E42*E28*E28/8),\"\")","v":0},null,"Controlling H-Rating:",null,{"$f":"IFERROR((IF(J41=\"< Iterate\",I41,I42)),\"\")","v":""},null,null,null,null,null,"Inventory Rating"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MALL - MDL",{"$f":"ROUND((K21-E43),2)","v":0},"k-in","SD > W",{"$f":"K26 > P45","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Operating",null,null,null,null,null,null,null,"Tire Width",{"$f":"(4.47*P44)/(0.0179*K26*K26)","v":{"$error":"#DIV/0!"}},"in","SD ≤ W",{"$f":"IF(S44=TRUE,FALSE,TRUE)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"1.36*MALL - MDL (k-in):",null,{"$f":"IFERROR((ROUND((K21*1.36-E43),2)),\"\")","v":0},null,null,null,{"$f":"IF(I47=\"-\",\"\",IF(I47=P48,\"OK\",\"Adjust MALL to match MLL\"))","v":"Adjust MALL to match MLL"},{"$f":"IF(ISERR(I46-I47),0,(I46-I47))","v":0},"Do you use Iteration?",{"$f":"IF(S44,\"Yes - Equation 37a\",\"No - use Equation 37b\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"MLL (k-in):",null,{"$f":"IFERROR((IF(S48,IF(ISERROR(P41),0,P41),\"-\")),\"\")","v":""},null,null,null,null,null,"Operating Rating"]
[null,null,null,null,null,null,"H-Rating (Iteration):",null,0,{"$f":"IF(P50=\"Yes - Equation 37a\",\"< Iterate\", \"<Use H-Rating (Equation) below\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"1.36*MALL - MDL",{"$f":"ROUND((1.36*K21-E43),2)","v":0},"kin","SD > W",{"$f":"K26 > P49","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"H-Rating (Equation):",null,{"$f":"IFERROR((IF(P50=\"Yes - Equation 37a\",\"-\",(3120*P48*P48/K26/K26/K26/K26))),\"\")","v":""},{"$f":"IF(P50=\"Yes - Equation 37a\",\"use Iteration\", \"<Equation 37b\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"Tire Width",{"$f":"(4.47*P48)/(0.0179*K26*K26)","v":{"$error":"#DIV/0!"}},"in","SD ≤ W",{"$f":"IF(S48=TRUE,FALSE,TRUE)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"Controlling H-Rating:",null,{"$f":"IFERROR((IF(J48=\"< Iterate\",I48,I49)),\"\")","v":""},null,null,null,null,null,"Do you use Iteration?",{"$f":"IF(S48,\"Yes - Equation 37a\",\"No - use Equation 37b\")","v":{"$error":"#DIV/0!"}}]
[null,{"$f":"IF(OR(N39>0,N46>0,N39<0,N46<0),\"Select the Buttons above to iterate the H-Ratings\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MALL = Fb * (1/6) * (Width of Deck Resisting Wheel Load) * (Deck Thickness)2\n \nMDL = (1/8) * (Total Dead Load) * (Stringer Spacing)2\n\nSolving by Iteration (using Equation 37a):\n\nIf Controlling Deck Span > Tire Width\n\nMLL = 0.160 * (H-Rating) * (Controlling Deck Span) - 0.358 * (H-Rating)1.5\n \n>>> Substitute (MALL - MDL) for MLL<<<\n \n(MALL - MDL) = 0.160 * (H-Rating) * (Controlling Deck Span) - 0.358 * (H-Rating)1.5\n\n>>>Solve the above equation by iteration<<<"]
[]
[]
[]
[]
[null,"Additional Notes"]
[null,null,null,null,null,null,"€ HS Ratings"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((I43),\"\")","v":""},{"$f":"IFERROR(J59/20,\"\")","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((I50),\"\")","v":""},{"$f":"IFERROR(J60/20,\"\")","v":""}]
[null,null,null,null,null,null,"¥£ H RATING"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((I43),\"\")","v":""},{"$f":"IFERROR(J62/20,\"\")","v":""}]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((I50),\"\")","v":""},{"$f":"IFERROR(J63/20,\"\")","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR(($J$60/20),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR(($J$60/20),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR(($J$60/20),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR(($J$60/20),\"\")","v":""}]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR(($J$60/20),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR(($J$60/20),\"\")","v":""}]
[null,"€ - ","Flexure Controls Rating",null,null,null,"SU7 Operating:",{"$f":"IFERROR(($J$60/20),\"\")","v":""},null,"NRL:",{"$f":"IFERROR(($J$60/20),\"\")","v":""}]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS"]
[null,"£ - ","Flexure Controls Rating",null,null,null,"EV2 Operating:",{"$f":"IFERROR((J60/20*32/33.5),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((J60/20),\"\")","v":""}]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,"If Controlling Deck Span < Tire Width\n\nMLL = 0.0179 * (H-Rating)0.5 * (Controlling Deck Span)2\n\n>>>Substituting (MALL - MDL) for MLL<<<\n\n(MALL - MDL) = 0.0179 * (H-Rating)0.5 * (SD)2\n\n>>>Rearrange Equation and solve<<<\n\nH-Rating = 3120 * (MALL - MDL)2 / (Controlling Deck Span)4"]
[]
[]
[null,"Controlling Ratings (Shear vs Moments)"]
[null,"H20","HS20","SU4","SU5","SU6",null,"SU7",null,"EV2","EV3"]
[null,"+M","+M","+M","+M","+M",null,"+M",null,"+M","+M"]

{"sheet":"Steel Stringer (Simple)","index":6,"n_rows":218,"n_cols":69,"rows_kept":218,"cut":false,"hidden":true,"merged":[[14,49,17,49],[14,44,17,44],[14,45,17,45],[14,46,17,46],[14,47,17,47],[14,48,17,48],[14,41,17,41],[14,42,17,42],[14,43,17,43],[0,1,0,10],[1,1,1,10],[6,1,6,10],[13,1,13,10],[15,1,15,4],[15,6,15,10],[11,7,11,10],[10,7,10,8],[9,7,9,8],[8,7,8,8],[7,7,7,8],[10,1,11,1],[10,2,11,4],[40,14,40,16],[57,1,66,4],[18,33,23,33],[16,27,18,27],[16,25,18,25],[16,19,16,20],[16,1,16,3],[17,1,17,3],[21,1,21,3],[23,1,23,3],[24,1,24,3],[21,18,21,19],[16,24,18,24],[16,23,18,23],[30,6,30,8],[31,6,31,8],[16,6,16,8],[19,6,19,9],[20,6,20,9],[21,6,21,9],[17,6,17,9],[24,6,24,10],[18,6,18,9],[68,6,68,10],[69,7,69,8],[64,7,64,8],[65,7,65,8],[66,7,66,8],[2,62,2,68],[18,1,18,3],[25,6,25,8],[23,6,23,9],[4,61,9,61],[16,9,16,10],[10,34,11,34],[16,28,18,28],[15,23,15,25],[15,26,15,28],[16,26,18,26],[15,18,15,20],[6,18,6,20],[7,19,7,20],[12,18,12,19],[14,40,17,40],[94,34,95,34],[19,1,19,3],[27,6,27,8],[26,1,26,3],[29,1,29,4],[26,6,26,9],[27,9,27,10],[22,6,22,7],[29,6,29,8],[60,6,60,10],[32,6,32,8],[33,6,33,8],[22,1,22,3],[46,25,47,25],[29,14,29,20],[25,1,25,3],[71,1,72,10],[41,1,41,10],[57,6,57,10],[20,1,20,3],[27,1,27,3],[28,1,28,3],[25,9,25,10],[43,1,43,4],[43,6,43,10],[56,1,56,4],[67,7,67,8],[62,6,62,8],[63,6,63,10],[61,6,61,8],[58,6,58,8],[59,6,59,8]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Simple Span Steel Stringer",null,null,null,null,null,null,null,null,null,null,null,null,"Lever Rule =","lever rule calc"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Module for Dead Loads Options",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Properties Input Options"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No Deck Import",null,null,null,null,"Determination of Controlling Moment Capacities & Rating Factors",null,null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Corrugated Deck","Steel Plate","Steel Open Grid Deck","Timber Plank","Nail Laminated Timbers","Glue Laminated Timbers"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$11","v":"Concrete Deck"},null,null,null,null,"Effective Width of Concrete Slab (as per AASHTO 10.38.3):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Options","Deck Thickness (in):","Designation","Designation","Open Grid Depth (in):","Plank Depth (in):","Timber Depth (in):","Timber Depth (in):"]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$12","v":"Steel Deck"},null,null,null,null,"L/4 =",{"$f":"($E$18-$E$19)/4*12","v":0},"in",null,null,null,"****PUBLISHED ROLLED SECTION DIMENSIONS/PROPERTIES****",null,null,null,null,null,null,null,"****PUBLISHED ROLLED SECTION DIMENSIONS/PROPERTIES****",null,null,null,null,null,null,null,null,null,null,null,null,null,"f'c (ksi):","Weight of Corrugation (ksf):","Steel Plate Thickness (in):","Weight of Open Grid (ksf):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck Allowable Compressive Stress",null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$13","v":"Steel Deck (2)"},null,null,null,null,"Slab*12 =",{"$f":"IF($J$26=$O$32,$E$33*12,\"\")","v":""},"in",null,null,null,null,"Area","Depth","WEB","         FLANGE",null,"FILLET","                         M A J O R   A X I S",null,null,"              M I N O R   A X I S",null,null,null,null,null,null,null,null,null,null,null,"Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","  ","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,null,null,"Date Built","Compressive Stress",null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$14","v":"Timber Deck"},null,null,null,null,"Beam Spacing =",{"$f":"$E$21*12","v":0},"in",null,null,null,"Section","Section","Section","THK","WIDTH","THK","RADIUS","Moment of Inertia","Elastic Sect.","Plastic Sect.","Moment of","Elastic Sect.","Radius of",null,null,null,null,null,null,null,null,null,"Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","  "," "," "," "]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,"Before 1959 ",2.5,"KSI",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$15","v":"Timber Deck (2)"},null,null,null,null,"Effective Width =",{"$f":"MINA(AJ6:AJ8)","v":0},"in",null,null,null,"Designation",null,null,null,null,null,null,"Ix","Modulus, Sx","Modulus, Zx","Inertia, Ix","Modulus, Sx","Gyration, ry",null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "," "," "," "," "]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,"1959-1982",3,"KSI",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$16","v":0},null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in)","(in)","(in)","(in)","(in)","(in^4)","(in^3)","(in^3)","(in^4)","(in^3)","(in^4)",null,null,null,null,null,null,null,null,null,"Slab Embedment (in):"," "," "," "," "," "," "]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,"1982-1993",3.6,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.1, \"Compact Sections\"]:",null,null,null,null,null,{"$f":"$J$17","v":0},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,4,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,4,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,5,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,5,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,6,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,6,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,7,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,7,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,8,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,8,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,9,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,9,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,10,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,10,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,11,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,11,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,12,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,12,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,13,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,13,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,14,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,14,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,15,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,15,FALSE))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,"Stringer Descr:",null,null,null,null,null,null,null,null,null,null,null,"After 1993 ",4,"KSI"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Compressive Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<1959,T9,IF(VALUE($H$11)<1982,T10,IF(VALUE($H$11)<1993,T11,T12)))","v":4},null,null,null,null,null,null,null,null,null,null,null,null,null,"b' =",{"$f":"$K$20/2","v":0},"in"]
[null,"Stringer Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tft =",{"$f":"$K$21","v":0},"in",null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled Section Depth (in)","Web Thick. (in)","Flange Width (in)","Top Flange Thick. (in)","Bottom Flange Thick. (in)","Fillet Radius (in)","Top Cover Plate Width (in)","Top Cover Plate Thick. (in)","Bot Cover Plate Width (in)","Bot Cover Plate Thick. (in)"]
[null,"DATA INPUT TABLE",null,null,null,null,"STRINGER PROPERTIES",null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"Structural Steel Allowable Yield Stress",null,null,null,null,"Single Lane",null,null,"2 or More Lanes",null,null,null,null,null,null,null,"D =",{"$f":"($K$18-$K$21-$K$22)","v":0},"in"]
[null,"Span ID:",null,null,null,null,"Standard Beam Designation:",null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$H$10","v":1},null,"Date Built","Yield Stress",null,null,null,"S/?","Use footnote f if S exceeds (ft)","Footnote f\nLLDF","S/?","Use footnote f if S exceeds (ft)","Footnote f\nS/?",null,null,null,null,null,"tw =",{"$f":"$K$19","v":0},"in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Deck","Timber Deck"]
[null,"Span Length (ft):",null,null,null,null,"Rolled Section Depth (in):",null,null,null,null,null,null,null,null,"ADTT =",{"$f":"$H$8*$H$9","v":0.5},null,"Before 1905 ",26,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$AX$27-$E$25-$K$21","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Thickness (in):","Designation","Timber Depth (in):"]
[null,"Span Bearing Length Deduct (ft):",null,null,null,null,"Web Thickness (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"1905-1936 ",30,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,"Compact check for non-composite section.","(AASHTO EQ. 10-93):",{"$f":"$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ19<=+$AL19,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2055/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ19<=+$AL19,1,0)","v":{"$error":"#DIV/0!"}},null,{"$f":"$K$18","v":0},{"$f":"$K$19","v":0},{"$f":"$K$20","v":0},{"$f":"$K$21","v":0},{"$f":"$K$22","v":0},{"$f":"$K$23","v":0},{"$f":"$E$24","v":0},{"$f":"$E$25","v":0},{"$f":"$E$26","v":0},{"$f":"$E$27","v":0},null,null,null,null,null,null,null,null,null,null,null,null," ","Weight of Corrugation (ksf):"," "]
[null,"Fy (ksi):",null,null,null,null,"Flange Width (in):",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.3,(1.3-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"1936-1963 ",33,"KSI",null,"Concrete Deck",7,10,{"$f":"IF(ISBLANK($Y20),0,IF($E$21>$Y20,1+($E$21-6)/$E$21,0))","v":0},5.5,14,{"$f":"IF(ISBLANK($AB20),0,IF($E$21>$AB20,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF($E$21>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"(AASHTO EQ. 10-94):",{"$f":"$AJ$16/$AJ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"19230/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill Weight (ksf):","Fill Weight (ksf):","Fill Weight (ksf):"]
[null,"Stringer Spacing (ft):",null,null,null,null,"Top Flange Thickness (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.2,(1.2-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"After 1963 ",36,"KSI",null,"Steel Corrugated Deck",5.5,null,0,4.5,null,0,null,null,null,null,null,"3/4*(AASHTO EQ. 10-93):",{"$f":"$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"0.75*(2055/(1000*$E$20)^0.5)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "]
[null,"Misc. Comp Dead Load per Beam (k/ft):",null,null,null,null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.5,(1.5-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"Recommended Design Yield Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<=1905,T18,IF(VALUE($H$11)<=1936,T19,IF(VALUE($H$11)<=1963,T20,T21)))","v":36},null,"Steel Plate ",5.5,null,0,4.5,null,0,null,null,null,null,null,"3/4*(AASHTO EQ. 10-94):",{"$f":"$AJ$16/$AJ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"0.75*(19230/(1000*$E$20)^0.5)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****",null,null,null,null,null,null,"Slab Embedment (in):"," "," "]
[null,"Misc. Non-Comp Dead Load per Beam (k/ft):",null,null,null,null,"Compact Override (Y/N):",null,null,"Fillet Radius (in):",null,null,null,null,null,"Min lanes =",{"$f":"$K$8","v":1},null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IF($K$27>4,6,4.5)","v":4.5},{"$f":"IF($K$27>4,6,\"\")","v":""},0,{"$f":"IF($K$27>4,5,4)","v":4},{"$f":"IF($K$27>4,10.5,\"\")","v":""},0,null,null,null,null,null,"(AASHTO EQ. 10-95):",{"$f":"$AJ16/$AJ$17+9.35*$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"33650/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"AREA","AREA","AREA","AREA","AREA","AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR",null,null,null,null,"f'c (ksi):","Steel Deck Type"]
[null,"Top Cover Plate Width (in):",null,null,null,null,"Section Modulus (in^3):",null,null,null,{"$f":"IFERROR(MIN(BC27:BD27),\"\")","v":""},null,null,null,null,"EV2 Operating LL Factor Override =",{"$f":"K32","v":0},null,null,null,null,null,"Timber Plank",4,null,0,3.75,null,0,null,null,null,null,null,"(AASHTO EQ. 10-96):",{"$f":"IF(OR(AJ25=\"Timber Deck\",AJ25=\"Steel Open Grid Deck\"),(E29*12/BB27),0)","v":0},{"$error":"#DIV/0!"},{"$f":"(3.6-2.2*1)*10^6/(E20*1000)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"TOP","BOT","WEB","TOP","BOT","EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS"]
[null,"Top Cover Plate Thickness (in):",null,null,null,null,"LIVE LOAD FACTORS",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor Override =",{"$f":"K33","v":0},null,null,null,null,null,"Nail Laminated Timbers",{"$f":"IF($K$27>6,5,4.5)","v":4.5},{"$f":"IF($K$27>6,5,\"\")","v":""},0,{"$f":"IF($K$27>6,4.25,4)","v":4},{"$f":"IF($K$27>6,6.5,\"\")","v":""},0,null,null,null,null,null,"Deck Type Used:",{"$f":"IF(E31=\"Timber Deck\",\"Timber Deck\",IF(E31=\"Concrete Deck\",\"Concrete Deck\",E32))","v":0},null,null,null,null,"FLANGE","FLANGE",null,"COV PLT","COV PLT","FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z"]
[null,"Bottom Cover Plate Width (in):",null,null,null,null,"Deck Type for LLDF:",null,null,null,null,null,{"$f":"IF(AND(E34=\"Y\",J26<>\"Concrete Deck\"),\"<<<DECK ERROR\",\"\")","v":""},null,null,"EV2 Operating LL Factor =",{"$f":"IF(Q24<>0,Q24,IF(Q23<2,1.3,IF(Q17=1,Q20,Q22)))","v":1.3},null,null,null,null,null,"Glue Laminated Timbers",{"$f":"IF($K$27>4,5.25,4.5)","v":4.5},{"$f":"IF($K$27>4,5.5,\"\")","v":""},0,{"$f":"IF($K$27>4,4.5,4)","v":4},{"$f":"IF($K$27>4,7,\"\")","v":""},0,null,null,null,null,null,"If above criteria is met then (Mu)nc = Fy*Z: ",{"$f":"IF($AM$19+$AM$20+AM24<3,\"CRITERIA CHECK NO GOOD\",IF(AND($AM$21+$AM$22=0,$AM$23=0), \"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\"))","v":{"$error":"#DIV/0!"}},null,null,null,null,"(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)"]
[null,"Bottom Cover Plate Thickness (in):",null,null,null,null,"Thickness of Deck (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(Q25<>0,Q25,IF(Q23<2,1.3,IF(Q17=1,Q19,Q21)))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ26=\"CRITERIA CHECK NO GOOD\",\"See Section Below\",\"(Mu)nc = Fy*Z:\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ26=\"CRITERIA CHECK OK\",AJ29*E20/12,\"NA\")","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,{"$f":"AQ19*AR19","v":0},{"$f":"AQ19*AS19","v":0},{"$f":"(AO19-AR19-AS19)*AP19","v":0},{"$f":"AU19*AV19","v":0},{"$f":"AW19*AX19","v":0},{"$f":"((AT19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(AO27:AS27)+4*AT27","v":0},{"$f":"((AT19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,AT27)","v":0},{"$f":"$AS$39","v":{"$error":"#DIV/0!"}},{"$f":"AX19+AO19+AV19-AW27","v":{"$error":"#DIV/0!"}},{"$f":"$AV$39","v":{"$error":"#DIV/0!"}},{"$f":"$AW$38","v":0},{"$f":"SQRT($AV$39/$AR$38)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($AW$38/$AR$38)","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AW$27","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AX$27","v":{"$error":"#DIV/0!"}},{"$f":"$AZ$27/($AP$39/2)","v":{"$error":"#DIV/0!"}},{"$f":"($AW$27-$AX$19/2)*$AS$27+($AW$27-$AX$19-$AS$19/2)*$AP$27+($AW$27-$AX$19-$AS$19-$AV$27)*2*$AT$27+((($AW$27-$AX$19-$AS$19)^2)/2)*$AP$19+((($AX$27-$AV$19-$AR$19)^2)/2)*$AP$19+($AX$27-$AV$19-$AR$19-$AV$27)*2*$AT$27+($AX$27-$AV$19-$AR$19/2)*$AO$27+($AX$27-$AV$19/2)*$AR$27","v":{"$error":"#DIV/0!"}}]
[null,"Bottom Flange Unbraced Length, Lb-b (ft):",null,null,{"$f":"E18-E19","v":0},null,"Stringer Location:",null,null,"Interior",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fy = ",{"$f":"E20","v":0},"ksi"]
[null,"Top Flange Unbraced Length, Lb-t (ft):",null,null,{"$f":"E18-E19","v":0},null,null,null,null,"Calculated","Override",null,null,null,null,null,null,null,null,null,null,null,null,"Live Load Moments",null,null,null,null,"Deck Selected",{"$f":"E31","v":0},null,null,null,null,"Z =",{"$f":"$BF$27","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,"DECK INPUTS",null,null,null,null,"LLDF Calc = S /",null,null,{"$f":"IFERROR(IF($J$28=\"Exterior\",\"Exterior\",IF($K$8=1,IF($Z$53<$Y$53,VLOOKUP($J$26,$W$20:$AC$26,2,0),\"footnote f\"),IF($K$8>1,IF($Z$52<$Y$52,VLOOKUP($J$26,$W$20:$AC$26,5,0),\"footnote f\"),\"\"))),\"More info needed\")","v":"More info needed"},null,null,null,null,"Deck Dead Load Calc",null,null,null,null,null,null,null,null,"(Based on values from worksheets LIVE LOADS)",null,null,null,null,"LLDF Options",{"$f":"IF($AD$29=\"User Input Dead Loads\",W20,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W24,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W21,W20)))","v":"Concrete Deck"},null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,null,null,"Import Values from Defined Deck Module:",null,null,"LL Moment Distribution Factor:",null,null,{"$f":"IFERROR(IF($J$28=\"Exterior\",$P$2,IF($K$8=1,MAX(Y53:Z53),MAX(Y52:Z52))),\"More info needed\")","v":"More info needed"},null,null,null,null,null,"Self","Self OR","Fill","Wearing","Misc Loads",null,null,null,null,null,null,null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W21,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W25,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W22,\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT COV PLT",{"$f":"$AW$19","v":0},{"$f":"$AX$19","v":0},{"$f":"$AP31*$AQ31","v":0},{"$f":"$AQ$31/2","v":0},{"$f":"$AR31*$AS31","v":0},{"$f":"(AP31*AQ31^3)/12","v":0},{"$f":"$AR31*($AS31-$AS$39)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ31*$AP31^3)/12","v":0}]
[null,null,null,"Deck Type:",{"$f":"IF($E$31=$AD$10,'User Input Dead Loads'!$E$17,IF($E$31=$AD$6,'Steel Deck'!E17,\"\"))","v":0},null,"EV2 Operating LL Factor:",null,null,{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q20,Q22))","v":1.3},null,null,null,null,"Concrete Deck",{"$f":"IF(E32=O32,0.15*$E$33/12,IF($E$31=O32,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($P32=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$40,\"\")","v":""},"ksf",null,null,"HS Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,22)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,22)-VLOOKUP($E$18-$E$19,I_MOMTABLE,22))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W22,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W26,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W23,\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AS$19","v":0},{"$f":"$AP32*$AQ32","v":0},{"$f":"$AS$31+$AQ$31/2+$AQ$32/2","v":0},0,{"$f":"(AP32*AQ32^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ32*$AP32^3)/12","v":0}]
[null,null,null,{"$f":"IF(OR(E32=\"Steel Corrugated Deck\",E32=\"Steel Open Grid Deck\"),\"Deck Designation:\",\"Deck Thickness (in):\")","v":"Deck Thickness (in):"},{"$f":"IF($E$31=$AD$5,'Concrete Deck'!$E$18,IF(AND($E$31=$AD$6,OR($E$32=$O$33,$E$32=$O$35)),'Steel Deck'!$E$18:$F$18,IF(AND($E$31=$AD$6,$E$32=$O$34),'Steel Deck'!$E$20,IF($E$31=$AD$8,'Timber Deck'!$E$19,IF($E$31=$AD$10,IF($E$32=$O$34,'User Input Dead Loads'!$E$19,'User Input Dead Loads'!$E$18),\"\")))))","v":0},null,"EV3 Operating LL Factor:",null,null,{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q19,Q21))","v":1.3},null,null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($E$31=\"No Deck Import\",$E$32=$O$33),VLOOKUP($E$33,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($E$32=$O$33,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($P33=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$40,\"\")","v":""},"ksf",null,null,"H Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,23)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,23)-VLOOKUP($E$18-$E$19,I_MOMTABLE,23))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W23,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$31+$AQ$32+$AV$27","v":0},0,null,{"$error":"#DIV/0!"}]
[null,null,null,"Composite Action (Y/N):",null,null,"Impact Factor (I):",null,null,{"$f":"_xlfn.LET(_xlpm.LLDF, 1+(50/(($E$18-$E$19)+125)), IF(_xlpm.LLDF > 1.3, 1.3, _xlpm.LLDF))","v":1.3},null,null,null,null,"Steel Plate Deck",{"$f":"IF(E32=O34,0.49*$E$33/12,IF($E$32=$O$34,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($P34=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$40,\"\")","v":""},"ksf",null,null,"Concrete Truck or 80-KIP Truck Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,21)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,21)-VLOOKUP($E$18-$E$19,I_MOMTABLE,21))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W24,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.2, \"Braced noncompact Sections\"]:",null,null,null,null,null,"WEB",{"$f":"$AP$19","v":0},{"$f":"$AO$19-$AQ$32-$AQ$36","v":0},{"$f":"$AP34*$AQ34","v":0},{"$f":"$AS$32+$AQ$32/2+$AQ$34/2","v":0},0,{"$f":"(AP34*AQ34^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ34*$AP34^3)/12","v":0}]
[null,null,null,"f'c (ksi):",null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IFERROR(IF(AND($E$31=\"No Deck Import\",$E$32=$O$35),VLOOKUP($E$33,'Steel Deck'!$AM$28:$AY$35,4,FALSE),IF($E$32=$O$35,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($P35=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$40,\"\")","v":""},"ksf",null,null,"SU4 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,25)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,25)-VLOOKUP($E$18-$E$19,I_MOMTABLE,25))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W25,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,null,"Fcr =",null,{"$f":"MIN(E20,((4400*AR19/AQ19)^2/1000))","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$31+$AQ$32+$AQ$34-$AV$27","v":0},0,null,{"$error":"#DIV/0!"}]
[null,null,null,"Slab Embedment (in):",null,null,null,null,null,null,null,null,null,null,"Timber Deck",{"$f":"IF(E32=O36,0.05*$E$33/12,IF($E$31=$O$36,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($P36=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$40,\"\")","v":""},"ksf",null,null,"SU5 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,26)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,26)-VLOOKUP($E$18-$E$19,I_MOMTABLE,26))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W26,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,"(AASHTO EQ. 10-100):",{"$f":"$AQ$19/$AR$19","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ36<=+$AL36,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},24,{"$f":"IF(+$AJ36<=+$AL36,1,0)","v":{"$error":"#DIV/0!"}},null,"TOP FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AR$19","v":0},{"$f":"$AP36*$AQ36","v":0},{"$f":"$AS$34+$AQ$34/2+$AQ$36/2","v":0},0,{"$f":"(AP36*AQ36^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ36*$AP36^3)/12","v":0}]
[null,null,null,"Deck Weight (ksf):",{"$f":"IFERROR(INDEX($P$32:$P$38,IFERROR(MATCH($E$31,$O$32:$O$38,0),MATCH($E$32,$O$32:$O$38,0))),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,27)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,27)-VLOOKUP($E$18-$E$19,I_MOMTABLE,27))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-100b):",{"$f":"AJ16/AJ17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ37<=+$AL37,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},150,{"$f":"IF(+$AJ37<=+$AL37,1,0)","v":{"$error":"#DIV/0!"}},null,"TOP COV PLT",{"$f":"$AU$19","v":0},{"$f":"$AV$19","v":0},{"$f":"$AP37*$AQ37","v":0},{"$f":"$AS$36+$AQ$36/2+$AQ$37/2","v":0},0,{"$f":"(AP37*AQ37^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ37*$AP37^3)/12","v":0}]
[null,null,null,"Fill Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,4,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,28)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,28)-VLOOKUP($E$18-$E$19,I_MOMTABLE,28))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"If instead the criteria below is met then (Mu)nc = Fy*S: ",{"$f":"IF($AM$36+$AM$37<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($AQ$31:$AQ$37)","v":0},{"$f":"SUM($AR$31:$AR$37)","v":0},"AREAnc",{"$f":"SUM($AT$31:$AT$37)","v":0},{"$f":"SUM($AU$31:$AU$37)","v":0},{"$f":"SUM($AV$31:$AV$37)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($AW$31:$AW$37)","v":0},"MOIync"]
[null,null,null,"Wearing Surface Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,5,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,30)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,30)-VLOOKUP($E$18-$E$19,I_MOMTABLE,30))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Unbraced length Lb-t =",{"$f":"IF(OR(AJ42=\"Timber Deck\",AJ42=\"Steel Open Grid Deck\"),(E29*12),0)","v":0},"in",null,null,null,"MAX WIDTH",{"$f":"MAXA(AP31:AP37)","v":0},null,"Ybnc",{"$f":"$AT$38/$AR$38","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$AU$38+$AV$38","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Misc. Loads (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,6,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,31)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,31)-VLOOKUP($E$18-$E$19,I_MOMTABLE,31))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-101):",{"$f":"AJ39","v":0},{"$f":"IF(+AJ40>+AL40,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"(20000000*AO27)/((AO19)*(E20*1000))","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ40>+AL40,0,1)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dead Load Moment on Stringer",null,null,null,null,null,null,null,null,"T3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,33)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,33)-VLOOKUP($E$18-$E$19,I_MOMTABLE,33))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,{"$f":"IF(AM40,\"Section is Braced. Use 10.48.1 or 10.48.2 to calculate (Mu)nc\",\"Section is a Partially Braced Section.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF($AM$40<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,"Calculation of Transformed Composite Section Properties"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Deck + Misc. Deck Loads",{"$f":"(IFERROR(VLOOKUP($E$32,$O$32:$T$36,3,0),VLOOKUP($E$31,$O$32:$T$36,3,0))+IFERROR(VLOOKUP($E$32,$O$32:$T$36,6,0),VLOOKUP($E$31,$O$32:$T$36,6,0)))*$E$21","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,"T3-S2 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,34)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,34)-VLOOKUP($E$18-$E$19,I_MOMTABLE,34))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Deck Type Used:",{"$f":"IF(E31=\"Timber Deck\",\"Timber Deck\",IF(E31=\"Concrete Deck\",\"Concrete Deck\",E32))","v":0},null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$E$35))+0.5)","v":{"$error":"#DIV/0!"}}]
[]
[null,"Stringer Capacity (CU)",null,null,null,null,"Live Load Moments (MLL)",null,null,null,null,null,null,null,"Beam",{"$f":"(($AR$38)/144)*0.49","v":0},"klf",null,null,null,null,null,null,"T3-3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,35)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,35)-VLOOKUP($E$18-$E$19,I_MOMTABLE,35))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Min of Fy*Sxt or Fcr*Sxc*Rb =",{"$f":"MIN((AL35*AJ86*BD27/12),(E20*BC27/12))","v":{"$error":"#DIV/0!"}},"in^3",{"$f":"IF(((AL35*AJ86*BD27/12)>(E20*BC27/12)),\"<<<Fcr*Sxc*Rb\",\"<<<Fy*Sxt\")","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"$AJ9/$AP$42","v":{"$error":"#DIV/0!"}},{"$f":"$E$33","v":0},{"$f":"$AP$44*$AQ$44","v":{"$error":"#DIV/0!"}},{"$f":"$AO$19+$AV$19+$AX$19-$E$36+$AQ$44/2","v":0},{"$f":"$AR$44*$AS$44","v":{"$error":"#DIV/0!"}},{"$f":"($AP$44*$AQ$44^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"$AR44*($AS44-$AS$46)^2","v":{"$error":"#DIV/0!"}}]
[null,"CU = ",null,{"$f":"IFERROR((AJ147),\"\")","v":""},"k-ft",null,"Distributed Live Loads",null,null,null,null,null,null,null,"Misc Non-Comp Dead Load on Stringer",{"$f":"$E$23","v":0},"klf",null,null,null,null,null,null,"NRL =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,32)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,32)-VLOOKUP($E$18-$E$19,I_MOMTABLE,32))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Controlling Mu (section 10.48.2) =",{"$f":"AJ44","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,"SUMMATION","DEPTHc1n",{"$f":"$AQ$38+$AQ$44","v":0},{"$f":"$AR$38+$AR$44","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"$AT$38+$AT$44","v":{"$error":"#DIV/0!"}},{"$f":"$AU$38+$AU$44","v":{"$error":"#DIV/0!"}},{"$f":"$AV$38+$AV44+($AR45-$AR44)*($AS46-$AS$39)^2","v":{"$error":"#DIV/0!"}}]
[null,"Cserv = ",null,{"$f":"IFERROR((AJ148),\"\")","v":""},"k-ft",null,null,null,"k-ft",null,"k-ft",null,null,null,"Misc Comp Dead Load on Stringer",{"$f":"$E$22","v":0},"klf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Is interpolation needed?",{"$f":"IF(AL48=\"<<<Interpolate\",\"Yes\",\"No\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Ybc",{"$f":"$AT$45/$AR$45","v":{"$error":"#DIV/0!"}},null,"MOIxc",{"$f":"$AU$45+$AV$45","v":{"$error":"#DIV/0!"}}]
[null,"Dead Load Moments (MDL)",null,null,null,null,"MLL HS:",null,{"$f":"IFERROR((Y54),\"\")","v":""},"MLL T3:",{"$f":"IFERROR((Y63),\"\")","v":""},null,null,null,"Fill/Wearing Surface",{"$f":"(IFERROR(VLOOKUP($E$32,$O$32:$T$36,4,0),VLOOKUP($E$31,$O$32:$T$36,4,0))+IFERROR(VLOOKUP($E$32,$O$32:$T$36,5,0),VLOOKUP($E$31,$O$32:$T$36,5,0)))*$E$21","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,null,null,"Overrides",null,null,null,null,null,null,null,null,"Fy * Z =",{"$f":"$BF$27*E20/12","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,null,null,null,"Sxctn",{"$f":"$AV$46/($AQ$45-$AS$46)","v":{"$error":"#DIV/0!"}}]
[null,"MDL = (1/8) * wDL * L2",null,null,"k-ft",null,"MLL H:",null,{"$f":"IFERROR((Y55),\"\")","v":""},"MLL T3S2:",{"$f":"IFERROR((Y64),\"\")","v":""},null,null,null,"Total",{"$f":"SUM(P42:P47)","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND((AM36+AM37+AM40=3),AL48=\"<<<Interpolate\",AJ26=\"CRITERIA CHECK NO GOOD\"),\"Interpolation between Fy*Z and Fy*Sxc or Fcr*Sxc*Rb=\",IF(AJ26=\"CRITERIA CHECK OK\",\"Compact, See Section Above\",IF(AM37=0,\"See Section Below\",IF(AM36+AM37+AM40=3,\"Fy * Z =\",IF(AM40=0,\"See Section Below\",\"See Section Below\")))))","v":{"$error":"#DIV/0!"}},{"$f":"IF(AI48=\"Interpolation between Fy*Z and Fy*Sxc or Fcr*Sxc*Rb=\",((AJ47-(AJ47-AJ44)*(AJ36-(4110/(E20*1000)^(1/2)))/(AL36-(4110/(E20*1000)^(1/2))))),IF(AI48=\"Min of Fy*Sxt or Fcr*Sxc*Rb =\",AJ44,IF(AI48=\"Fy * Z =\",AJ47,\"NA\")))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(AND((AJ36>(4110/(E20*1000)^(1/2))),AJ36<=24,AM36+AM37+AM40=3),\"<<<Interpolate\",\"\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"Sxcbn",{"$f":"$AV$46/($AS$46)","v":{"$error":"#DIV/0!"}}]
[null,"Mdeck =",null,null,{"$f":"IFERROR((($P$42)*($E$18-$E$19)^2/8),\"\")","v":""},null,"MLL SU4:",null,{"$f":"IFERROR((Y57),\"\")","v":""},"MLL T3-3:",{"$f":"IFERROR((Y65),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AL48=\"<<<Interpolate\",\"Controlling Mu (section 10.48.3) =\",AI45)","v":{"$error":"#DIV/0!"}},{"$f":"IF(E34=\"Y\",\"N/A\",IF(AJ26=\"CRITERIA CHECK OK\",\"N/A\",IF(AL48=\"<<<Interpolate\",AJ48,AJ45)))","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,"Mbeam =",null,null,{"$f":"IFERROR((($P$44)*($E$18-$E$19)^2/8),\"\")","v":0},null," MLL SU5:",null,{"$f":"IFERROR((Y58),\"\")","v":""},"MLL NRL:",{"$f":"IFERROR((Y66),\"\")","v":""},null,null,null,"Noncomposite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($E$35,1))=\"N\",$E$35=\"\"),(P42+P44+P45+P46+P47)*($E$18-$E$19)^2/8,(P42+P44+P45)*($E$18-$E$19)^2/8)","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,"Impact Factor =",{"$f":"IF($Z$50<>0,$Z$50,$J$34)","v":1.3},{"$f":"$K$34","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3*N:",{"$f":"3*$AP$42","v":{"$error":"#DIV/0!"}}]
[null,"Mmisc comp DL =",null,null,{"$f":"IFERROR((($P$46)*($E$18-$E$19)^2/8),\"\")","v":0},null,"MLL SU6:",null,{"$f":"IFERROR((Y59),\"\")","v":""},"MLL EV2:",{"$f":"IFERROR((Y61),\"\")","v":""},null,null,null,"Composite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($E$35,1))=\"N\",$E$35=\"\"),0,(P46+P47)*($E$18-$E$19)^2/8)","v":0},"ft-k",null,null,null,null,null,null,"Distribution Factor =",{"$f":"IF($Z$51<>0,$Z$51,IF($K$8=1,MAX(Y53:Z53),MAX(Y52:Z52)))","v":{"$error":"#N/A"}},{"$f":"K31","v":0},null,null,null,null,null,null,null,null,"Check Lateral Bracing requirements [per AASHTO 16th Edition (1996), Article 10.48.4]:",null,null,null,null,null,"SLAB",{"$f":"$AJ9/$AP$50","v":{"$error":"#DIV/0!"}},{"$f":"$E$33","v":0},{"$f":"$AP$51*$AQ$51","v":{"$error":"#DIV/0!"}},{"$f":"$AO$19+$AV$19+$AX$19-$E$36+$AQ$51/2","v":0},{"$f":"$AR$51*$AS$51","v":{"$error":"#DIV/0!"}},{"$f":"($AP$51*$AQ$51^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"$AR51*($AS51-$AS$53)^2","v":{"$error":"#DIV/0!"}}]
[null,"Mmisc non-comp DL =",null,null,{"$f":"IFERROR((($P$45)*($E$18-$E$19)^2/8),\"\")","v":0},null,"MLL SU7:",null,{"$f":"IFERROR((Y60),\"\")","v":""},"MLL EV3:",{"$f":"IFERROR((Y62),\"\")","v":""},null,null,null,"Total Dead Load Moment",{"$f":"P50+P51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,"Distribution Factor (multi-lane)=",{"$f":"IF($J$28=\"Exterior\",\"\",$E$21/VLOOKUP($J$26,$W$20:$AC$26,5,0))","v":{"$error":"#N/A"}},{"$f":"IF($J$28=\"Exterior\",\"\",VLOOKUP($J$26,$W$20:$AC$26,7,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null," Lateral bracing (AASHTO EQ. 10-103a) Mu = Mr*Rb:",null,null,null,null,null,"SUMMATION","DEPTHc3n",{"$f":"$AQ$38+$AQ$51","v":0},{"$f":"$AR$38+$AR$51","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"$AT$38+$AT$51","v":{"$error":"#DIV/0!"}},{"$f":"$AU$38+$AU$51","v":{"$error":"#DIV/0!"}},{"$f":"$AV$38+$AV51+($AR52-$AR51)*($AS53-$AS$39)^2","v":{"$error":"#DIV/0!"}}]
[null,"Mfill/wearing surface =",null,null,{"$f":"IFERROR((($P$47)*($E$18-$E$19)^2/8),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distribution Factor (single-lane)=",{"$f":"IF($J$28=\"Exterior\",\"\",$E$21/VLOOKUP($J$26,$W$20:$AC$26,2,0))","v":{"$error":"#N/A"}},{"$f":"IF($J$28=\"Exterior\",\"\",VLOOKUP($J$26,$W$20:$AC$26,4,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ybc",{"$f":"$AT$52/$AR$52","v":{"$error":"#DIV/0!"}},null,"MOIxsc",{"$f":"$AU$52+$AV$52","v":{"$error":"#DIV/0!"}}]
[null,"MDL =",null,null,{"$f":"IFERROR((SUM(E49:E53)),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed HS LL+I Moment =",{"$f":"Y32*Y$50*Y$51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO 10.48.4.1) Iyc/Iy",{"$f":"(2*AR19*((AQ19/2)^3)/3)/AZ27","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ54>=+AL54,\">=\",\"<\")","v":{"$error":"#DIV/0!"}},0.1,{"$f":"IF(+AJ54>=+AL54,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Sxct3n",{"$f":"$AV$53/($AQ$52-$AS$53)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed H, LL+I Moment =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,null,{"$f":"(2*AR19*((AQ19/2)^3)/3)/AZ27","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ55<=+AL55,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},0.9,{"$f":"IF(+AJ55<=+AL55,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Sxcb3n",{"$f":"$AV$53/($AS$53)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed Concrete Truck or 80-KIP Truck LL+I Moment =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR($AM$54<1,$AM$55<1),\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Check Dc <= D/2:",{"$f":"AJ18","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ57<=+AL57,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ16/2","v":0},{"$f":"IF(+AJ57<=+AL57,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"λ:",{"$f":"IF(AM57,15400,12500)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Fy (psi) input =",{"$f":"E20*1000","v":0}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((MIN(AJ150:AJ151))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ150:AJ151)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"SU6 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Sxc:",{"$f":"IF(E34=\"Y\",\"NA\",BD27)","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((MIN(AJ152:AJ153))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ152:AJ153)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"SU7 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Lp :",{"$f":"9500*AJ61/(SQRT(E20*1000))","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,"Table 10.48.1.2a Limitations for Compact Sections"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Radius of gyration of compression flange about the vertical axis in the plane of the web r':",{"$f":"SQRT(AJ62/AO27)","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,"Fy (psi)",36000,50000,70000]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((MIN(AJ155:AJ156))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ155:AJ156)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"EV3 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Moment of inetia of compression flange about the vertical axis in the plane of the web, Iyc:",{"$f":"(2*AR19*((AQ19/2)^3)/3)","v":0},"in4",null,null,null,null,null,null,"b/t",21.7,18.399999999999999,15.5]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((MIN(AJ157:AJ158))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ157:AJ158)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"T3 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"d:",{"$f":"AO19+AV19+AX19","v":0},"in",null,null,null,null,null,null,"D/tw",101,86,72]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-S2 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Lr",{"$f":"IF(E34=\"Y\",\"NA\",((572*(10^6)*AJ62*AJ63)/((E20*1000)*AJ59))^(1/2))","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,"Lb/ry (M1/Mu = 0*)",100,72,51]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR(MIN(AJ172:AJ173),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,3,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"T3-3 =",{"$f":"Y44*Y$50*Y$51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,null,null," J:",{"$f":"((AQ19*AR19^3)+(AQ19*AS19^3)+(AJ16*AJ17^3))/3","v":0},"in4",null,null,null,null,null,null,"Lb/ry (M1/Mu = 1*)",39,28,20]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR(MIN(AJ177:AJ178),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,4,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"NRL =",{"$f":"Y45*Y$50*Y$51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,null,null,"Cb = ",1,null,null,null,null,null,null,"*For values of M1/Mu other than 0 and 1, use Equation (10-96)"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR(MIN(AJ182:AJ183),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,5,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ67=E28*12,\"Bottom Flange Unbraced Length, Lb-b (ft) =\",\"Top Flange Unbraced Length, Lb-b (ft) =\")","v":"Bottom Flange Unbraced Length, Lb-b (ft) ="},{"$f":"MAX(E28:E29)*12","v":0},"in",null,null,null,null,null,"M1 = Smaller moment at the end of the unbraced length of the member"]
[null,"€ - ",{"$f":"IFERROR(AK150 & AK151,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,"SU7 Operating:",{"$f":"IFERROR(MIN(AJ187:AJ188),\"\")","v":""},null,"NRL:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,2,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check AASHTO EQS. 10-103c, 10-103d, 10-103e, 10-103g for Mr determination:"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with  (Dc / tw) ≤ (λ / √Fy) or with Longitudinally stiffened webs - (AASHTO EQ. 10-103c):",{"$f":"AJ18/AJ17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ69<=+AL69,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ58/SQRT(E20*1000)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ69<=+AL69,1,0)","v":{"$error":"#DIV/0!"}}]
[null,"£ - ",{"$f":"IFERROR(AK155 & AK156,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,"EV2 Operating:",{"$f":"IFERROR(AJ192,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR(AJ197,\"\")","v":""}]
[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with (Dc / tw) ≤ (λ / √Fy):",{"$f":"IF($AM$69<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr:",{"$f":"IF(AM69=1,MIN(((91*(10^6))*AJ66*(AJ62/(AJ67))*SQRT(0.772*(AJ65/AJ62)+9.87*(AJ63/(AJ67))^2))/1000/12,E20*BD27/12),\"NA\")","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with (Dc / tw) > (λ / √Fy)(AASHTO EQ. 10-103d):",{"$f":"AJ67","v":0},{"$f":"IF(AJ73<=AL73,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ60","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ73<=+AL73,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($AM$73<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr = My:",{"$f":"IF(AM73,E20*BD27/12,\"NA\")","v":{"$error":"#DIV/0!"}},"k-ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103e):",{"$f":"AJ64","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ77>=+AL77,\">=\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ67","v":0},{"$f":"IF(+AJ77>=+AL77,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AJ67","v":0},{"$f":"IF(+AJ78>+AL78,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ60","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ78>=+AL78,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SUM($AM$77,$AM$78)<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr:",{"$f":"IF(OR(AM73=1,SUM(AM77,AM78)<2),\"NA\",(AJ66*E20*AJ59*(1-0.5*((AJ67-AJ60)/(AJ64-AJ60))))/12)","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103g):",{"$f":"AJ67","v":0},{"$f":"IF(+AJ81>+AL81,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ64","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ81>+AL81,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($AM$81<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AM73=1,SUM(AM77,AM78)=2,AM81<1),\"AASHTO EQ. 10-103g not applicable\",\"Mr:\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(AM69,AM73,SUM(AM77,AM78)=2),\"NA\",IF(AM81=1,AJ66*(((E20)*AJ59)/2)*(AJ64/(AJ67))^2,0)/12)","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Afc:",{"$f":"AO27","v":0},"in2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr (used) =",{"$f":"IF(AM69=1,AJ72,IF(AM73=1,AJ75,IF(AM77+AM78=2,AJ80,IF(AM81=1,AJ83))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103b) Rb:",{"$f":"MIN(1,(1-0.002*(AJ18*AJ17/AJ84)*(AJ18/AJ17-AJ58/SQRT(AJ85/AJ59))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mu",{"$f":"IF(E34=\"Y\",\"NA\",(AJ85*AJ86))","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equivalent Sx, (Mu/Fy):",{"$f":"12*AJ87/E20","v":{"$error":"#DIV/0!"}},"in3"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The checks performed here apply to both non-composite and composite sections, however Dc of a"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"composite section is calculated per the provisions of AASHTO 10.50 (b), assuming the positive moment"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"region is stressed to point of first yield."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Composite Action:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment to bring Composite Section to First Yield:"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncb =",{"$f":"$BC$27","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcbn =",{"$f":"$AV$48","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcb3n =",{"$f":"$AV$55","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"My = Sxcbn*Fy/12+ncDLMoment*(1-Sxcbn/Sxbnc)+compDLMoment(1-Sxcbn/Sxcb3n) =",{"$f":"AJ98*E20/12+$P$50*(1-AJ98/AJ97)+$P$51*(1-AJ98/AJ99)","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top Flange (top fiber) Stress at First Yield Moment =",{"$f":"12*P50/$BD$27+12*P51/$AV$54+($AQ$38-$AS$46)*(($AJ$102-(12*P50/$BD$27+12*P51/$AV$55))/$AS$46)","v":{"$error":"#N/A"}},"ksi Comp"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bott Flange (bottom fiber) Stress at First Yield Moment =",{"$f":"$E$20","v":0},"ksi Tension"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$AQ$38*$AJ$101/($AJ$102+$AJ$101)-$E$25-$K$21","v":{"$error":"#N/A"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103b-2):",{"$f":"$AJ$103/$AJ$17","v":{"$error":"#N/A"}},{"$f":"IF(+$AJ104<=+$AL104,\"<=\",\">\")","v":{"$error":"#N/A"}},{"$f":"IF(AJ103<=(K18-K21-K22)/2,15400,12500)/(1000*$E$20)^0.5","v":{"$error":"#N/A"}},null,null,"Is Dc less than or equal to d/2?"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($AJ$105,2)=\"OK\",\"\",\"Section violates both AASHTO 10.48.2; beyond the scope of this spreadsheet.\")","v":{"$error":"#N/A"}},{"$f":"IF(+$AJ104<=+$AL104,\"CRITERIA CHECK OK\",\"CRITERIA CHECK NO GOOD\")","v":{"$error":"#N/A"}},null,null,null,null,{"$f":"IF(AJ103<=(K18-K21-K22)/2,\"YES, use 15,400 for Lambda\",\"No, use 12,500 for Lamda\")","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fully Plastic Moment (fillets conservatively excluded from section):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"d =",{"$f":"$AQ$38","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ts =",{"$f":"$E$33","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"th =",{"$f":"-$E$36","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H =",{"$f":"SUM($AJ$107:$AJ$109)","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"$AJ$16","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area Sum of Flanges, Cover Plates, and Web (stringer) =",{"$f":"$E$25*$E$24+($K$21+$K$22)*$K$20+$AJ$111*$K$19+$E$27*$E$26","v":0},"in2 <-- Does not include areas of fillets"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C (AASHTO EQ. 10-123) =",{"$f":"0.85*$E$35*$AJ$9*$AJ$108","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C (AASHTO EQ. 10-124) =",{"$f":"$AJ$112*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ115>AJ114,\"Climit (slab controlled) =\",\"Climit (stringer controlled) =\")","v":"Climit (stringer controlled) ="},{"$f":"MINA($AJ$114:$AJ$115)","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a (AASHTO EQ. 10-125; conservatively excluding reinforcement in compression region of slab) =",{"$f":"$AJ$116/0.85/$E$35/$AJ$9","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C' (AASHTO EQ. 10-126) =",{"$f":"MAXA(($AJ$115-$AJ$114)/2,0)","v":0},"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)tcp =",{"$f":"$E$25*$E$24*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)tf =",{"$f":"$K$21*$K$20*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)w =",{"$f":"$K$19*$AJ$111*$E$20","v":0},"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compressed portion of top cover plate (AASHTO EQ. 10-127) =",{"$f":"MINA(($AJ$118/MAXA(0.00001,$AJ$120))*$E$25,$E$25)","v":0},"in <--measured from top of tcp, if any"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compressed portion of top flange (AASHTO EQ. 10-127) =",{"$f":"MAXA(0,MINA((($AJ$118-$AJ$120*$AJ$124/MAXA(0.00001,$E$25))/$AJ$121)*$K$21,$K$21))","v":{"$error":"#DIV/0!"}},"in <--measured from top of tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dcp=Compressed portion of web (AASHTO EQ. 10-128) =",{"$f":"MAXA(0,MINA((($AJ$118-$AJ$120*$AJ$124/MAXA(0.00001,$E$25)-$AJ$121*$AJ$125/MAXA(0.00001,$K$21))/$AJ$122)*$K$19,$K$19))","v":{"$error":"#DIV/0!"}},"in <--measured from top of w"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yt =",{"$f":"SUM($AJ$124:$AJ$126)","v":{"$error":"#DIV/0!"}},"in <--measured from top of tcp, if any, or tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yb =",{"$f":"$AJ$107-$AJ$127","v":{"$error":"#DIV/0!"}},"in <--measured from bot of bcp, if any, or bf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dp =",{"$f":"IF($AJ$127=0,$AJ$117,$AJ$108+$AJ$109+$AJ$127)","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Centroid of Max Plastic Compressive Force in Steel =",{"$f":"($AJ$124^2*$E$24/2+($AJ$124+$AJ$125/2)*$AJ$125*$K$20+($AJ$127-$AJ$126/2)*$AJ$126*$K$19)/MAXA(0.00001,($AJ$118/$E$20))","v":{"$error":"#DIV/0!"}},"in <--measured from top of tcp, if any, or tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Centroid of Max Plastic Tension Force in Steel =",{"$f":"((MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27/2)*$AS$27+(MAXA(0,$AJ$108+$AJ109-$AJ$129)+$AJ$128-$E$27-$K$22/2)*$AP$27+(MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27-$K$22-($AJ$111-$AJ$126)/2)*($AJ$111-$AJ$126)*$K$19+(MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27-$K$22-$AJ$111-($K$21-$AJ$125)/2)*($K$21-$AJ$125)*$K$20+(MAXA(0,$AJ$108+$AJ$109-$AJ129)+($E$25-$AJ$124)/2)*($E$25-$AJ$124)*$E$24)/($AS$27+$AP$27+($AJ$111-$AJ$126)*$K$19+($K$21-$AJ$125)*$K$20+($E$25-$AJ$124)*$E$24)","v":{"$error":"#DIV/0!"}},"in <--measured from neutral axis of fully plastic section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Plastic Compression Moment =",{"$f":"((MAXA($AJ$129,$AJ$108+$AJ$109)-$AJ$117/2)*$AJ$116+$AJ$118*($AJ$127-$AJ$130))/12","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Plastic Tension Moment =",{"$f":"($AS$27+$AP$27+($AJ$111-$AJ$126)*$K$19+($K$21-$AJ$125)*$K$20+($E$25-$AJ124)*$E$25)*$E$20*$AJ$131/12","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mp =",{"$f":"$AJ$132+$AJ$133","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check for Compact Section (AASHTO EQ. 10-129) =",{"$f":"2*$AJ$126/$K$19","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ135<=+$AL135,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"19230/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"IF($AJ$135>$AL$135,\"NO GOOD\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check for Compact Section (AASHTO EQ. 10-129a) =",{"$f":"$AJ$129/$AJ$137","v":{"$error":"#DIV/0!"}},{"$f":"IF($AJ136>5,\">   5\",\"<=   5\")","v":{"$error":"#DIV/0!"}},null,{"$f":"IF($AJ$136>5,\"NO GOOD\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D' for Compact Section (AASHTO EQ. 10-129a) =",{"$f":"IF($E$20<=36,0.9,0.7)*$AJ$110/7.5","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ultimate Moment Capacity:"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cserv=",{"$f":"$AJ$143","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(E35=\"Y\",\"Section 10.50 Controls\",IF(AJ26=\"CRITERIA CHECK OK\",\"Section 10.48.1 Controls\",IF(AM36+AM37+AM40=3,\"Section 10.48.2 Controls\",\"Section 10.48.4 Controls\")))","v":{"$error":"#DIV/0!"}}]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Serviceable Operating Rating-->",{"$f":"AJ151*1.67","v":{"$error":"#DIV/0!"}}]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$55/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ156<AJ155,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Load Factor Operating Rating-->",{"$f":"AJ155*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Serviceable Operating Rating-->",{"$f":"AJ156*1.67","v":{"$error":"#DIV/0!"}}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$56)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ165<=AJ166,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$56/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ166<AJ165,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Load Factor Operating Rating-->",{"$f":"AJ165*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Serviceable Operating Rating-->",{"$f":"AJ166*1.67","v":{"$error":"#DIV/0!"}}]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$57/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ171<AJ170,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Load Factor Operating Rating-->",{"$f":"AJ170*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Serviceable Operating Rating-->",{"$f":"AJ171*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$58)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ175<=AJ176,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 Serviceable Operating Rating-->",{"$f":"AJ176*1.67","v":{"$error":"#DIV/0!"}}]
[]
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[]
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[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Serviceable Operating Rating-->",{"$f":"AJ191*5/3","v":{"$error":"#DIV/0!"}}]
[]
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[]
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[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-S2 Load Factor Operating Rating-->",{"$f":"AJ205*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-S2 Serviceable Operating Rating-->",{"$f":"AJ206*1.67","v":{"$error":"#DIV/0!"}}]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3 Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$65/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ211<AJ210,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3 Load Factor Operating Rating-->",{"$f":"AJ210*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3 Serviceable Operating Rating-->",{"$f":"AJ211*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$66)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ215<=AJ216,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$66/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ216<AJ215,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL Load Factor Operating Rating-->",{"$f":"AJ215*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL Serviceable Operating Rating-->",{"$f":"AJ216*1.67","v":{"$error":"#DIV/0!"}}]

{"sheet":"Steel Stringer (Simple) (2)","index":7,"n_rows":218,"n_cols":69,"rows_kept":218,"cut":false,"hidden":true,"merged":[[14,45,17,45],[14,46,17,46],[14,47,17,47],[14,48,17,48],[14,49,17,49],[14,40,17,40],[14,41,17,41],[14,42,17,42],[14,43,17,43],[14,44,17,44],[94,34,95,34],[65,7,65,8],[66,7,66,8],[67,7,67,8],[68,6,68,10],[69,7,69,8],[71,1,72,10],[56,1,56,4],[57,1,66,4],[57,6,57,10],[58,6,58,8],[59,6,59,8],[60,6,60,10],[61,6,61,8],[62,6,62,8],[63,6,63,10],[64,7,64,8],[46,25,47,25],[29,1,29,4],[29,6,29,8],[29,14,29,20],[30,6,30,8],[31,6,31,8],[32,6,32,8],[33,6,33,8],[40,14,40,16],[41,1,41,10],[43,1,43,4],[43,6,43,10],[28,1,28,3],[23,1,23,3],[23,6,23,9],[24,1,24,3],[24,6,24,10],[25,1,25,3],[25,6,25,8],[25,9,25,10],[26,1,26,3],[26,6,26,9],[27,1,27,3],[27,6,27,8],[27,9,27,10],[18,33,23,33],[19,1,19,3],[19,6,19,9],[20,1,20,3],[20,6,20,9],[21,1,21,3],[21,6,21,9],[21,18,21,19],[22,1,22,3],[22,6,22,7],[16,25,18,25],[16,26,18,26],[16,27,18,27],[16,28,18,28],[17,1,17,3],[17,6,17,9],[16,19,16,20],[16,23,18,23],[16,24,18,24],[13,1,13,10],[15,1,15,4],[15,6,15,10],[15,18,15,20],[15,23,15,25],[18,1,18,3],[18,6,18,9],[16,1,16,3],[16,6,16,8],[16,9,16,10],[15,26,15,28],[10,1,11,1],[10,2,11,4],[10,7,10,8],[10,34,11,34],[11,7,11,10],[12,18,12,19],[0,1,0,10],[1,1,1,10],[2,62,2,68],[4,61,9,61],[6,1,6,10],[6,18,6,20],[7,7,7,8],[7,19,7,20],[8,7,8,8],[9,7,9,8]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Simple Span Steel Stringer",null,null,null,null,null,null,null,null,null,null,null,null,"Lever Rule =","lever rule calc"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Module for Dead Loads Options",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Properties Input Options"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No Deck Import",null,null,null,null,"Determination of Controlling Moment Capacities & Rating Factors",null,null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Corrugated Deck","Steel Plate","Steel Open Grid Deck","Timber Plank","Nail Laminated Timbers","Glue Laminated Timbers"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$11","v":"Concrete Deck"},null,null,null,null,"Effective Width of Concrete Slab (as per AASHTO 10.38.3):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Options","Deck Thickness (in):","Designation","Designation","Open Grid Depth (in):","Plank Depth (in):","Timber Depth (in):","Timber Depth (in):"]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$12","v":"Steel Deck"},null,null,null,null,"L/4 =",{"$f":"($E$18-$E$19)/4*12","v":0},"in",null,null,null,"****PUBLISHED ROLLED SECTION DIMENSIONS/PROPERTIES****",null,null,null,null,null,null,null,"****PUBLISHED ROLLED SECTION DIMENSIONS/PROPERTIES****",null,null,null,null,null,null,null,null,null,null,null,null,null,"f'c (ksi):","Weight of Corrugation (ksf):","Steel Plate Thickness (in):","Weight of Open Grid (ksf):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck Allowable Compressive Stress",null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$13","v":"Steel Deck (2)"},null,null,null,null,"Slab*12 =",{"$f":"IF($J$26=$O$32,$E$33*12,\"\")","v":""},"in",null,null,null,null,"Area","Depth","WEB","         FLANGE",null,"FILLET","                         M A J O R   A X I S",null,null,"              M I N O R   A X I S",null,null,null,null,null,null,null,null,null,null,null,"Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","  ","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,null,null,"Date Built","Compressive Stress",null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$14","v":"Timber Deck"},null,null,null,null,"Beam Spacing =",{"$f":"$E$21*12","v":0},"in",null,null,null,"Section","Section","Section","THK","WIDTH","THK","RADIUS","Moment of Inertia","Elastic Sect.","Plastic Sect.","Moment of","Elastic Sect.","Radius of",null,null,null,null,null,null,null,null,null,"Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","  "," "," "," "]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,"Before 1959 ",2.5,"KSI",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$15","v":"Timber Deck (2)"},null,null,null,null,"Effective Width =",{"$f":"MINA(AJ6:AJ8)","v":0},"in",null,null,null,"Designation",null,null,null,null,null,null,"Ix","Modulus, Sx","Modulus, Zx","Inertia, Ix","Modulus, Sx","Gyration, ry",null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "," "," "," "," "]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,"1959-1982",3,"KSI",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$16","v":0},null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in)","(in)","(in)","(in)","(in)","(in^4)","(in^3)","(in^3)","(in^4)","(in^3)","(in^4)",null,null,null,null,null,null,null,null,null,"Slab Embedment (in):"," "," "," "," "," "," "]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,"1982-1993",3.6,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.1, \"Compact Sections\"]:",null,null,null,null,null,{"$f":"$J$17","v":0},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,4,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,4,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,5,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,5,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,6,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,6,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,7,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,7,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,8,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,8,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,9,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,9,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,10,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,10,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,11,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,11,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,12,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,12,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,13,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,13,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,14,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,14,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,15,FALSE)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,15,FALSE))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,"Stringer Descr:",null,null,null,null,null,null,null,null,null,null,null,"After 1993 ",4,"KSI"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Compressive Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<1959,T9,IF(VALUE($H$11)<1982,T10,IF(VALUE($H$11)<1993,T11,T12)))","v":4},null,null,null,null,null,null,null,null,null,null,null,null,null,"b' =",{"$f":"$K$20/2","v":0},"in"]
[null,"Stringer Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tft =",{"$f":"$K$21","v":0},"in",null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled Section Depth (in)","Web Thick. (in)","Flange Width (in)","Top Flange Thick. (in)","Bottom Flange Thick. (in)","Fillet Radius (in)","Top Cover Plate Width (in)","Top Cover Plate Thick. (in)","Bot Cover Plate Width (in)","Bot Cover Plate Thick. (in)"]
[null,"DATA INPUT TABLE",null,null,null,null,"STRINGER PROPERTIES",null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"Structural Steel Allowable Yield Stress",null,null,null,null,"Single Lane",null,null,"2 or More Lanes",null,null,null,null,null,null,null,"D =",{"$f":"($K$18-$K$21-$K$22)","v":0},"in"]
[null,"Span ID:",null,null,null,null,"Standard Beam Designation:",null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$H$10","v":1},null,"Date Built","Yield Stress",null,null,null,"S/?","Use footnote f if S exceeds (ft)","Footnote f\nLLDF","S/?","Use footnote f if S exceeds (ft)","Footnote f\nS/?",null,null,null,null,null,"tw =",{"$f":"$K$19","v":0},"in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Deck","Timber Deck"]
[null,"Span Length (ft):",null,null,null,null,"Rolled Section Depth (in):",null,null,null,null,null,null,null,null,"ADTT =",{"$f":"$H$8*$H$9","v":0.5},null,"Before 1905 ",26,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$AX$27-$E$25-$K$21","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Thickness (in):","Designation","Timber Depth (in):"]
[null,"Span Bearing Length Deduct (ft):",null,null,null,null,"Web Thickness (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"1905-1936 ",30,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,"Compact check for non-composite section.","(AASHTO EQ. 10-93):",{"$f":"$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ19<=+$AL19,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2055/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ19<=+$AL19,1,0)","v":{"$error":"#DIV/0!"}},null,{"$f":"$K$18","v":0},{"$f":"$K$19","v":0},{"$f":"$K$20","v":0},{"$f":"$K$21","v":0},{"$f":"$K$22","v":0},{"$f":"$K$23","v":0},{"$f":"$E$24","v":0},{"$f":"$E$25","v":0},{"$f":"$E$26","v":0},{"$f":"$E$27","v":0},null,null,null,null,null,null,null,null,null,null,null,null," ","Weight of Corrugation (ksf):"," "]
[null,"Fy (ksi):",null,null,null,null,"Flange Width (in):",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.3,(1.3-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"1936-1963 ",33,"KSI",null,"Concrete Deck",7,10,{"$f":"IF(ISBLANK($Y20),0,IF($E$21>$Y20,1+($E$21-6)/$E$21,0))","v":0},5.5,14,{"$f":"IF(ISBLANK($AB20),0,IF($E$21>$AB20,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF($E$21>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"(AASHTO EQ. 10-94):",{"$f":"$AJ$16/$AJ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"19230/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill Weight (ksf):","Fill Weight (ksf):","Fill Weight (ksf):"]
[null,"Stringer Spacing (ft):",null,null,null,null,"Top Flange Thickness (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.2,(1.2-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"After 1963 ",36,"KSI",null,"Steel Corrugated Deck",5.5,null,0,4.5,null,0,null,null,null,null,null,"3/4*(AASHTO EQ. 10-93):",{"$f":"$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"0.75*(2055/(1000*$E$20)^0.5)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "]
[null,"Misc. Comp Dead Load per Beam (k/ft):",null,null,null,null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.5,(1.5-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"Recommended Design Yield Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<=1905,T18,IF(VALUE($H$11)<=1936,T19,IF(VALUE($H$11)<=1963,T20,T21)))","v":36},null,"Steel Plate ",5.5,null,0,4.5,null,0,null,null,null,null,null,"3/4*(AASHTO EQ. 10-94):",{"$f":"$AJ$16/$AJ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"0.75*(19230/(1000*$E$20)^0.5)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****",null,null,null,null,null,null,"Slab Embedment (in):"," "," "]
[null,"Misc. Non-Comp Dead Load per Beam (k/ft):",null,null,null,null,"Compact Override (Y/N):",null,null,"Fillet Radius (in):",null,null,null,null,null,"Min lanes =",{"$f":"$K$8","v":1},null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IF($K$27>4,6,4.5)","v":4.5},{"$f":"IF($K$27>4,6,\"\")","v":""},0,{"$f":"IF($K$27>4,5,4)","v":4},{"$f":"IF($K$27>4,10.5,\"\")","v":""},0,null,null,null,null,null,"(AASHTO EQ. 10-95):",{"$f":"$AJ16/$AJ$17+9.35*$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"33650/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"AREA","AREA","AREA","AREA","AREA","AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR",null,null,null,null,"f'c (ksi):","Steel Deck Type"]
[null,"Top Cover Plate Width (in):",null,null,null,null,"Section Modulus (in^3):",null,null,null,{"$f":"IFERROR(MIN(BC27:BD27),\"\")","v":""},null,null,null,null,"EV2 Operating LL Factor Override =",{"$f":"K32","v":0},null,null,null,null,null,"Timber Plank",4,null,0,3.75,null,0,null,null,null,null,null,"(AASHTO EQ. 10-96):",{"$f":"IF(OR(AJ25=\"Timber Deck\",AJ25=\"Steel Open Grid Deck\"),(E29*12/BB27),0)","v":0},{"$error":"#DIV/0!"},{"$f":"(3.6-2.2*1)*10^6/(E20*1000)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"TOP","BOT","WEB","TOP","BOT","EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS"]
[null,"Top Cover Plate Thickness (in):",null,null,null,null,"LIVE LOAD FACTORS",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor Override =",{"$f":"K33","v":0},null,null,null,null,null,"Nail Laminated Timbers",{"$f":"IF($K$27>6,5,4.5)","v":4.5},{"$f":"IF($K$27>6,5,\"\")","v":""},0,{"$f":"IF($K$27>6,4.25,4)","v":4},{"$f":"IF($K$27>6,6.5,\"\")","v":""},0,null,null,null,null,null,"Deck Type Used:",{"$f":"IF(E31=\"Timber Deck\",\"Timber Deck\",IF(E31=\"Concrete Deck\",\"Concrete Deck\",E32))","v":0},null,null,null,null,"FLANGE","FLANGE",null,"COV PLT","COV PLT","FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z"]
[null,"Bottom Cover Plate Width (in):",null,null,null,null,"Deck Type for LLDF:",null,null,null,null,null,{"$f":"IF(AND(E34=\"Y\",J26<>\"Concrete Deck\"),\"<<<DECK ERROR\",\"\")","v":""},null,null,"EV2 Operating LL Factor =",{"$f":"IF(Q24<>0,Q24,IF(Q23<2,1.3,IF(Q17=1,Q20,Q22)))","v":1.3},null,null,null,null,null,"Glue Laminated Timbers",{"$f":"IF($K$27>4,5.25,4.5)","v":4.5},{"$f":"IF($K$27>4,5.5,\"\")","v":""},0,{"$f":"IF($K$27>4,4.5,4)","v":4},{"$f":"IF($K$27>4,7,\"\")","v":""},0,null,null,null,null,null,"If above criteria is met then (Mu)nc = Fy*Z: ",{"$f":"IF($AM$19+$AM$20+AM24<3,\"CRITERIA CHECK NO GOOD\",IF(AND($AM$21+$AM$22=0,$AM$23=0), \"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\"))","v":{"$error":"#DIV/0!"}},null,null,null,null,"(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)"]
[null,"Bottom Cover Plate Thickness (in):",null,null,null,null,"Thickness of Deck (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(Q25<>0,Q25,IF(Q23<2,1.3,IF(Q17=1,Q19,Q21)))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ26=\"CRITERIA CHECK NO GOOD\",\"See Section Below\",\"(Mu)nc = Fy*Z:\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ26=\"CRITERIA CHECK OK\",AJ29*E20/12,\"NA\")","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,{"$f":"AQ19*AR19","v":0},{"$f":"AQ19*AS19","v":0},{"$f":"(AO19-AR19-AS19)*AP19","v":0},{"$f":"AU19*AV19","v":0},{"$f":"AW19*AX19","v":0},{"$f":"((AT19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(AO27:AS27)+4*AT27","v":0},{"$f":"((AT19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,AT27)","v":0},{"$f":"$AS$39","v":{"$error":"#DIV/0!"}},{"$f":"AX19+AO19+AV19-AW27","v":{"$error":"#DIV/0!"}},{"$f":"$AV$39","v":{"$error":"#DIV/0!"}},{"$f":"$AW$38","v":0},{"$f":"SQRT($AV$39/$AR$38)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($AW$38/$AR$38)","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AW$27","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AX$27","v":{"$error":"#DIV/0!"}},{"$f":"$AZ$27/($AP$39/2)","v":{"$error":"#DIV/0!"}},{"$f":"($AW$27-$AX$19/2)*$AS$27+($AW$27-$AX$19-$AS$19/2)*$AP$27+($AW$27-$AX$19-$AS$19-$AV$27)*2*$AT$27+((($AW$27-$AX$19-$AS$19)^2)/2)*$AP$19+((($AX$27-$AV$19-$AR$19)^2)/2)*$AP$19+($AX$27-$AV$19-$AR$19-$AV$27)*2*$AT$27+($AX$27-$AV$19-$AR$19/2)*$AO$27+($AX$27-$AV$19/2)*$AR$27","v":{"$error":"#DIV/0!"}}]
[null,"Bottom Flange Unbraced Length, Lb-b (ft):",null,null,{"$f":"E18-E19","v":0},null,"Stringer Location:",null,null,"Interior",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fy = ",{"$f":"E20","v":0},"ksi"]
[null,"Top Flange Unbraced Length, Lb-t (ft):",null,null,{"$f":"E18-E19","v":0},null,null,null,null,"Calculated","Override",null,null,null,null,null,null,null,null,null,null,null,null,"Live Load Moments",null,null,null,null,"Deck Selected",{"$f":"E31","v":0},null,null,null,null,"Z =",{"$f":"$BF$27","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,"DECK INPUTS",null,null,null,null,"LLDF Calc = S /",null,null,{"$f":"IFERROR(IF($J$28=\"Exterior\",\"Exterior\",IF($K$8=1,IF($Z$53<$Y$53,VLOOKUP($J$26,$W$20:$AC$26,2,0),\"footnote f\"),IF($K$8>1,IF($Z$52<$Y$52,VLOOKUP($J$26,$W$20:$AC$26,5,0),\"footnote f\"),\"\"))),\"More info needed\")","v":"More info needed"},null,null,null,null,"Deck Dead Load Calc",null,null,null,null,null,null,null,null,"(Based on values from worksheets LIVE LOADS)",null,null,null,null,"LLDF Options",{"$f":"IF($AD$29=\"User Input Dead Loads\",W20,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W24,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W21,W20)))","v":"Concrete Deck"},null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,null,null,"Import Values from Defined Deck Module:",null,null,"LL Moment Distribution Factor:",null,null,{"$f":"IFERROR(IF($J$28=\"Exterior\",$P$2,IF($K$8=1,MAX(Y53:Z53),MAX(Y52:Z52))),\"More info needed\")","v":"More info needed"},null,null,null,null,null,"Self","Self OR","Fill","Wearing","Misc Loads",null,null,null,null,null,null,null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W21,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W25,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W22,\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT COV PLT",{"$f":"$AW$19","v":0},{"$f":"$AX$19","v":0},{"$f":"$AP31*$AQ31","v":0},{"$f":"$AQ$31/2","v":0},{"$f":"$AR31*$AS31","v":0},{"$f":"(AP31*AQ31^3)/12","v":0},{"$f":"$AR31*($AS31-$AS$39)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ31*$AP31^3)/12","v":0}]
[null,null,null,"Deck Type:",{"$f":"IF($E$31=$AD$10,'User Input Dead Loads'!$E$17,IF($E$31=$AD$6,'Steel Deck'!E17,\"\"))","v":0},null,"EV2 Operating LL Factor:",null,null,{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q20,Q22))","v":1.3},null,null,null,null,"Concrete Deck",{"$f":"IF(E32=O32,0.15*$E$33/12,IF($E$31=O32,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($P32=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$40,\"\")","v":""},"ksf",null,null,"HS Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,22)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,22)-VLOOKUP($E$18-$E$19,I_MOMTABLE,22))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W22,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W26,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W23,\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AS$19","v":0},{"$f":"$AP32*$AQ32","v":0},{"$f":"$AS$31+$AQ$31/2+$AQ$32/2","v":0},0,{"$f":"(AP32*AQ32^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ32*$AP32^3)/12","v":0}]
[null,null,null,{"$f":"IF(OR(E32=\"Steel Corrugated Deck\",E32=\"Steel Open Grid Deck\"),\"Deck Designation:\",\"Deck Thickness (in):\")","v":"Deck Thickness (in):"},{"$f":"IF($E$31=$AD$5,'Concrete Deck'!$E$18,IF(AND($E$31=$AD$6,OR($E$32=$O$33,$E$32=$O$35)),'Steel Deck'!$E$18:$F$18,IF(AND($E$31=$AD$6,$E$32=$O$34),'Steel Deck'!$E$20,IF($E$31=$AD$8,'Timber Deck'!$E$19,IF($E$31=$AD$10,IF($E$32=$O$34,'User Input Dead Loads'!$E$19,'User Input Dead Loads'!$E$18),\"\")))))","v":0},null,"EV3 Operating LL Factor:",null,null,{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q19,Q21))","v":1.3},null,null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($E$31=\"No Deck Import\",$E$32=$O$33),VLOOKUP($E$33,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($E$32=$O$33,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($P33=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$40,\"\")","v":""},"ksf",null,null,"H Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,23)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,23)-VLOOKUP($E$18-$E$19,I_MOMTABLE,23))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W23,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$31+$AQ$32+$AV$27","v":0},0,null,{"$error":"#DIV/0!"}]
[null,null,null,"Composite Action (Y/N):",null,null,"Impact Factor (I):",null,null,{"$f":"_xlfn.LET(_xlpm.LLDF, 1+(50/(($E$18-$E$19)+125)), IF(_xlpm.LLDF > 1.3, 1.3, _xlpm.LLDF))","v":1.3},null,null,null,null,"Steel Plate Deck",{"$f":"IF(E32=O34,0.49*$E$33/12,IF($E$32=$O$34,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($P34=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$40,\"\")","v":""},"ksf",null,null,"Concrete Truck or 80-KIP Truck Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,21)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,21)-VLOOKUP($E$18-$E$19,I_MOMTABLE,21))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W24,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.2, \"Braced noncompact Sections\"]:",null,null,null,null,null,"WEB",{"$f":"$AP$19","v":0},{"$f":"$AO$19-$AQ$32-$AQ$36","v":0},{"$f":"$AP34*$AQ34","v":0},{"$f":"$AS$32+$AQ$32/2+$AQ$34/2","v":0},0,{"$f":"(AP34*AQ34^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ34*$AP34^3)/12","v":0}]
[null,null,null,"f'c (ksi):",null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IFERROR(IF(AND($E$31=\"No Deck Import\",$E$32=$O$35),VLOOKUP($E$33,'Steel Deck'!$AM$28:$AY$35,4,FALSE),IF($E$32=$O$35,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($P35=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$40,\"\")","v":""},"ksf",null,null,"SU4 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,25)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,25)-VLOOKUP($E$18-$E$19,I_MOMTABLE,25))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W25,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,null,"Fcr =",null,{"$f":"MIN(E20,((4400*AR19/AQ19)^2/1000))","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$31+$AQ$32+$AQ$34-$AV$27","v":0},0,null,{"$error":"#DIV/0!"}]
[null,null,null,"Slab Embedment (in):",null,null,null,null,null,null,null,null,null,null,"Timber Deck",{"$f":"IF(E32=O36,0.05*$E$33/12,IF($E$31=$O$36,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($P36=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$40,\"\")","v":""},"ksf",null,null,"SU5 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,26)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,26)-VLOOKUP($E$18-$E$19,I_MOMTABLE,26))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W26,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,"(AASHTO EQ. 10-100):",{"$f":"$AQ$19/$AR$19","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ36<=+$AL36,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},24,{"$f":"IF(+$AJ36<=+$AL36,1,0)","v":{"$error":"#DIV/0!"}},null,"TOP FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AR$19","v":0},{"$f":"$AP36*$AQ36","v":0},{"$f":"$AS$34+$AQ$34/2+$AQ$36/2","v":0},0,{"$f":"(AP36*AQ36^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ36*$AP36^3)/12","v":0}]
[null,null,null,"Deck Weight (ksf):",{"$f":"IFERROR(INDEX($P$32:$P$38,IFERROR(MATCH($E$31,$O$32:$O$38,0),MATCH($E$32,$O$32:$O$38,0))),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,27)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,27)-VLOOKUP($E$18-$E$19,I_MOMTABLE,27))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-100b):",{"$f":"AJ16/AJ17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ37<=+$AL37,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},150,{"$f":"IF(+$AJ37<=+$AL37,1,0)","v":{"$error":"#DIV/0!"}},null,"TOP COV PLT",{"$f":"$AU$19","v":0},{"$f":"$AV$19","v":0},{"$f":"$AP37*$AQ37","v":0},{"$f":"$AS$36+$AQ$36/2+$AQ$37/2","v":0},0,{"$f":"(AP37*AQ37^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ37*$AP37^3)/12","v":0}]
[null,null,null,"Fill Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,4,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,28)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,28)-VLOOKUP($E$18-$E$19,I_MOMTABLE,28))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"If instead the criteria below is met then (Mu)nc = Fy*S: ",{"$f":"IF($AM$36+$AM$37<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($AQ$31:$AQ$37)","v":0},{"$f":"SUM($AR$31:$AR$37)","v":0},"AREAnc",{"$f":"SUM($AT$31:$AT$37)","v":0},{"$f":"SUM($AU$31:$AU$37)","v":0},{"$f":"SUM($AV$31:$AV$37)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($AW$31:$AW$37)","v":0},"MOIync"]
[null,null,null,"Wearing Surface Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,5,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,30)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,30)-VLOOKUP($E$18-$E$19,I_MOMTABLE,30))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Unbraced length Lb-t =",{"$f":"IF(OR(AJ42=\"Timber Deck\",AJ42=\"Steel Open Grid Deck\"),(E29*12),0)","v":0},"in",null,null,null,"MAX WIDTH",{"$f":"MAXA(AP31:AP37)","v":0},null,"Ybnc",{"$f":"$AT$38/$AR$38","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$AU$38+$AV$38","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Misc. Loads (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,6,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,31)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,31)-VLOOKUP($E$18-$E$19,I_MOMTABLE,31))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-101):",{"$f":"AJ39","v":0},{"$f":"IF(+AJ40>+AL40,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"(20000000*AO27)/((AO19)*(E20*1000))","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ40>+AL40,0,1)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dead Load Moment on Stringer",null,null,null,null,null,null,null,null,"T3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,33)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,33)-VLOOKUP($E$18-$E$19,I_MOMTABLE,33))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,{"$f":"IF(AM40,\"Section is Braced. Use 10.48.1 or 10.48.2 to calculate (Mu)nc\",\"Section is a Partially Braced Section.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF($AM$40<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,"Calculation of Transformed Composite Section Properties"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Deck + Misc. Deck Loads",{"$f":"(IFERROR(VLOOKUP($E$32,$O$32:$T$36,3,0),VLOOKUP($E$31,$O$32:$T$36,3,0))+IFERROR(VLOOKUP($E$32,$O$32:$T$36,6,0),VLOOKUP($E$31,$O$32:$T$36,6,0)))*$E$21","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,"T3-S2 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,34)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,34)-VLOOKUP($E$18-$E$19,I_MOMTABLE,34))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Deck Type Used:",{"$f":"IF(E31=\"Timber Deck\",\"Timber Deck\",IF(E31=\"Concrete Deck\",\"Concrete Deck\",E32))","v":0},null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$E$35))+0.5)","v":{"$error":"#DIV/0!"}}]
[]
[null,"Stringer Capacity (CU)",null,null,null,null,"Live Load Moments (MLL)",null,null,null,null,null,null,null,"Beam",{"$f":"(($AR$38)/144)*0.49","v":0},"klf",null,null,null,null,null,null,"T3-3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,35)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,35)-VLOOKUP($E$18-$E$19,I_MOMTABLE,35))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Min of Fy*Sxt or Fcr*Sxc*Rb =",{"$f":"MIN((AL35*AJ86*BD27/12),(E20*BC27/12))","v":{"$error":"#DIV/0!"}},"in^3",{"$f":"IF(((AL35*AJ86*BD27/12)>(E20*BC27/12)),\"<<<Fcr*Sxc*Rb\",\"<<<Fy*Sxt\")","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"$AJ9/$AP$42","v":{"$error":"#DIV/0!"}},{"$f":"$E$33","v":0},{"$f":"$AP$44*$AQ$44","v":{"$error":"#DIV/0!"}},{"$f":"$AO$19+$AV$19+$AX$19-$E$36+$AQ$44/2","v":0},{"$f":"$AR$44*$AS$44","v":{"$error":"#DIV/0!"}},{"$f":"($AP$44*$AQ$44^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"$AR44*($AS44-$AS$46)^2","v":{"$error":"#DIV/0!"}}]
[null,"CU = ",null,{"$f":"IFERROR((AJ147),\"\")","v":""},"k-ft",null,"Distributed Live Loads",null,null,null,null,null,null,null,"Misc Non-Comp Dead Load on Stringer",{"$f":"$E$23","v":0},"klf",null,null,null,null,null,null,"NRL =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,32)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,32)-VLOOKUP($E$18-$E$19,I_MOMTABLE,32))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Controlling Mu (section 10.48.2) =",{"$f":"AJ44","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,"SUMMATION","DEPTHc1n",{"$f":"$AQ$38+$AQ$44","v":0},{"$f":"$AR$38+$AR$44","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"$AT$38+$AT$44","v":{"$error":"#DIV/0!"}},{"$f":"$AU$38+$AU$44","v":{"$error":"#DIV/0!"}},{"$f":"$AV$38+$AV44+($AR45-$AR44)*($AS46-$AS$39)^2","v":{"$error":"#DIV/0!"}}]
[null,"Cserv = ",null,{"$f":"IFERROR((AJ148),\"\")","v":""},"k-ft",null,null,null,"k-ft",null,"k-ft",null,null,null,"Misc Comp Dead Load on Stringer",{"$f":"$E$22","v":0},"klf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Is interpolation needed?",{"$f":"IF(AL48=\"<<<Interpolate\",\"Yes\",\"No\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Ybc",{"$f":"$AT$45/$AR$45","v":{"$error":"#DIV/0!"}},null,"MOIxc",{"$f":"$AU$45+$AV$45","v":{"$error":"#DIV/0!"}}]
[null,"Dead Load Moments (MDL)",null,null,null,null,"MLL HS:",null,{"$f":"IFERROR((Y54),\"\")","v":""},"MLL T3:",{"$f":"IFERROR((Y63),\"\")","v":""},null,null,null,"Fill/Wearing Surface",{"$f":"(IFERROR(VLOOKUP($E$32,$O$32:$T$36,4,0),VLOOKUP($E$31,$O$32:$T$36,4,0))+IFERROR(VLOOKUP($E$32,$O$32:$T$36,5,0),VLOOKUP($E$31,$O$32:$T$36,5,0)))*$E$21","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,null,null,"Overrides",null,null,null,null,null,null,null,null,"Fy * Z =",{"$f":"$BF$27*E20/12","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,null,null,null,"Sxctn",{"$f":"$AV$46/($AQ$45-$AS$46)","v":{"$error":"#DIV/0!"}}]
[null,"MDL = (1/8) * wDL * L2",null,null,"k-ft",null,"MLL H:",null,{"$f":"IFERROR((Y55),\"\")","v":""},"MLL T3S2:",{"$f":"IFERROR((Y64),\"\")","v":""},null,null,null,"Total",{"$f":"SUM(P42:P47)","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND((AM36+AM37+AM40=3),AL48=\"<<<Interpolate\",AJ26=\"CRITERIA CHECK NO GOOD\"),\"Interpolation between Fy*Z and Fy*Sxc or Fcr*Sxc*Rb=\",IF(AJ26=\"CRITERIA CHECK OK\",\"Compact, See Section Above\",IF(AM37=0,\"See Section Below\",IF(AM36+AM37+AM40=3,\"Fy * Z =\",IF(AM40=0,\"See Section Below\",\"See Section Below\")))))","v":{"$error":"#DIV/0!"}},{"$f":"IF(AI48=\"Interpolation between Fy*Z and Fy*Sxc or Fcr*Sxc*Rb=\",((AJ47-(AJ47-AJ44)*(AJ36-(4110/(E20*1000)^(1/2)))/(AL36-(4110/(E20*1000)^(1/2))))),IF(AI48=\"Min of Fy*Sxt or Fcr*Sxc*Rb =\",AJ44,IF(AI48=\"Fy * Z =\",AJ47,\"NA\")))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(AND((AJ36>(4110/(E20*1000)^(1/2))),AJ36<=24,AM36+AM37+AM40=3),\"<<<Interpolate\",\"\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"Sxcbn",{"$f":"$AV$46/($AS$46)","v":{"$error":"#DIV/0!"}}]
[null,"Mdeck =",null,null,{"$f":"IFERROR((($P$42)*($E$18-$E$19)^2/8),\"\")","v":""},null,"MLL SU4:",null,{"$f":"IFERROR((Y57),\"\")","v":""},"MLL T3-3:",{"$f":"IFERROR((Y65),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AL48=\"<<<Interpolate\",\"Controlling Mu (section 10.48.3) =\",AI45)","v":{"$error":"#DIV/0!"}},{"$f":"IF(E34=\"Y\",\"N/A\",IF(AJ26=\"CRITERIA CHECK OK\",\"N/A\",IF(AL48=\"<<<Interpolate\",AJ48,AJ45)))","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,"Mbeam =",null,null,{"$f":"IFERROR((($P$44)*($E$18-$E$19)^2/8),\"\")","v":0},null," MLL SU5:",null,{"$f":"IFERROR((Y58),\"\")","v":""},"MLL NRL:",{"$f":"IFERROR((Y66),\"\")","v":""},null,null,null,"Noncomposite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($E$35,1))=\"N\",$E$35=\"\"),(P42+P44+P45+P46+P47)*($E$18-$E$19)^2/8,(P42+P44+P45)*($E$18-$E$19)^2/8)","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,"Impact Factor =",{"$f":"IF($Z$50<>0,$Z$50,$J$34)","v":1.3},{"$f":"$K$34","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3*N:",{"$f":"3*$AP$42","v":{"$error":"#DIV/0!"}}]
[null,"Mmisc comp DL =",null,null,{"$f":"IFERROR((($P$46)*($E$18-$E$19)^2/8),\"\")","v":0},null,"MLL SU6:",null,{"$f":"IFERROR((Y59),\"\")","v":""},"MLL EV2:",{"$f":"IFERROR((Y61),\"\")","v":""},null,null,null,"Composite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($E$35,1))=\"N\",$E$35=\"\"),0,(P46+P47)*($E$18-$E$19)^2/8)","v":0},"ft-k",null,null,null,null,null,null,"Distribution Factor =",{"$f":"IF($Z$51<>0,$Z$51,IF($K$8=1,MAX(Y53:Z53),MAX(Y52:Z52)))","v":{"$error":"#N/A"}},{"$f":"K31","v":0},null,null,null,null,null,null,null,null,"Check Lateral Bracing requirements [per AASHTO 16th Edition (1996), Article 10.48.4]:",null,null,null,null,null,"SLAB",{"$f":"$AJ9/$AP$50","v":{"$error":"#DIV/0!"}},{"$f":"$E$33","v":0},{"$f":"$AP$51*$AQ$51","v":{"$error":"#DIV/0!"}},{"$f":"$AO$19+$AV$19+$AX$19-$E$36+$AQ$51/2","v":0},{"$f":"$AR$51*$AS$51","v":{"$error":"#DIV/0!"}},{"$f":"($AP$51*$AQ$51^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"$AR51*($AS51-$AS$53)^2","v":{"$error":"#DIV/0!"}}]
[null,"Mmisc non-comp DL =",null,null,{"$f":"IFERROR((($P$45)*($E$18-$E$19)^2/8),\"\")","v":0},null,"MLL SU7:",null,{"$f":"IFERROR((Y60),\"\")","v":""},"MLL EV3:",{"$f":"IFERROR((Y62),\"\")","v":""},null,null,null,"Total Dead Load Moment",{"$f":"P50+P51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,"Distribution Factor (multi-lane)=",{"$f":"IF($J$28=\"Exterior\",\"\",$E$21/VLOOKUP($J$26,$W$20:$AC$26,5,0))","v":{"$error":"#N/A"}},{"$f":"IF($J$28=\"Exterior\",\"\",VLOOKUP($J$26,$W$20:$AC$26,7,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null," Lateral bracing (AASHTO EQ. 10-103a) Mu = Mr*Rb:",null,null,null,null,null,"SUMMATION","DEPTHc3n",{"$f":"$AQ$38+$AQ$51","v":0},{"$f":"$AR$38+$AR$51","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"$AT$38+$AT$51","v":{"$error":"#DIV/0!"}},{"$f":"$AU$38+$AU$51","v":{"$error":"#DIV/0!"}},{"$f":"$AV$38+$AV51+($AR52-$AR51)*($AS53-$AS$39)^2","v":{"$error":"#DIV/0!"}}]
[null,"Mfill/wearing surface =",null,null,{"$f":"IFERROR((($P$47)*($E$18-$E$19)^2/8),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distribution Factor (single-lane)=",{"$f":"IF($J$28=\"Exterior\",\"\",$E$21/VLOOKUP($J$26,$W$20:$AC$26,2,0))","v":{"$error":"#N/A"}},{"$f":"IF($J$28=\"Exterior\",\"\",VLOOKUP($J$26,$W$20:$AC$26,4,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ybc",{"$f":"$AT$52/$AR$52","v":{"$error":"#DIV/0!"}},null,"MOIxsc",{"$f":"$AU$52+$AV$52","v":{"$error":"#DIV/0!"}}]
[null,"MDL =",null,null,{"$f":"IFERROR((SUM(E49:E53)),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed HS LL+I Moment =",{"$f":"Y32*Y$50*Y$51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO 10.48.4.1) Iyc/Iy",{"$f":"(2*AR19*((AQ19/2)^3)/3)/AZ27","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ54>=+AL54,\">=\",\"<\")","v":{"$error":"#DIV/0!"}},0.1,{"$f":"IF(+AJ54>=+AL54,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Sxct3n",{"$f":"$AV$53/($AQ$52-$AS$53)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed H, LL+I Moment =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,null,{"$f":"(2*AR19*((AQ19/2)^3)/3)/AZ27","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ55<=+AL55,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},0.9,{"$f":"IF(+AJ55<=+AL55,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Sxcb3n",{"$f":"$AV$53/($AS$53)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed Concrete Truck or 80-KIP Truck LL+I Moment =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,null,{"$f":"IF(OR($AM$54<1,$AM$55<1),\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Check Dc <= D/2:",{"$f":"AJ18","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ57<=+AL57,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ16/2","v":0},{"$f":"IF(+AJ57<=+AL57,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"λ:",{"$f":"IF(AM57,15400,12500)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Fy (psi) input =",{"$f":"E20*1000","v":0}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((MIN(AJ150:AJ151))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ150:AJ151)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"SU6 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Sxc:",{"$f":"IF(E34=\"Y\",\"NA\",BD27)","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((MIN(AJ152:AJ153))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ152:AJ153)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"SU7 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Lp :",{"$f":"9500*AJ61/(SQRT(E20*1000))","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,"Table 10.48.1.2a Limitations for Compact Sections"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Radius of gyration of compression flange about the vertical axis in the plane of the web r':",{"$f":"SQRT(AJ62/AO27)","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,"Fy (psi)",36000,50000,70000]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((MIN(AJ155:AJ156))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ155:AJ156)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"EV3 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Moment of inetia of compression flange about the vertical axis in the plane of the web, Iyc:",{"$f":"(2*AR19*((AQ19/2)^3)/3)","v":0},"in4",null,null,null,null,null,null,"b/t",21.7,18.399999999999999,15.5]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((MIN(AJ157:AJ158))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ157:AJ158)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"T3 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"d:",{"$f":"AO19+AV19+AX19","v":0},"in",null,null,null,null,null,null,"D/tw",101,86,72]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-S2 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,"Lr",{"$f":"IF(E34=\"Y\",\"NA\",((572*(10^6)*AJ62*AJ63)/((E20*1000)*AJ59))^(1/2))","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,"Lb/ry (M1/Mu = 0*)",100,72,51]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR(MIN(AJ172:AJ173),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,3,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"T3-3 =",{"$f":"Y44*Y$50*Y$51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,null,null," J:",{"$f":"((AQ19*AR19^3)+(AQ19*AS19^3)+(AJ16*AJ17^3))/3","v":0},"in4",null,null,null,null,null,null,"Lb/ry (M1/Mu = 1*)",39,28,20]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR(MIN(AJ177:AJ178),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,4,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"NRL =",{"$f":"Y45*Y$50*Y$51","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,null,null,null,null,"Cb = ",1,null,null,null,null,null,null,"*For values of M1/Mu other than 0 and 1, use Equation (10-96)"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR(MIN(AJ182:AJ183),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,5,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ67=E28*12,\"Bottom Flange Unbraced Length, Lb-b (ft) =\",\"Top Flange Unbraced Length, Lb-b (ft) =\")","v":"Bottom Flange Unbraced Length, Lb-b (ft) ="},{"$f":"MAX(E28:E29)*12","v":0},"in",null,null,null,null,null,"M1 = Smaller moment at the end of the unbraced length of the member"]
[null,"€ - ",{"$f":"IFERROR(AK150 & AK151,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,"SU7 Operating:",{"$f":"IFERROR(MIN(AJ187:AJ188),\"\")","v":""},null,"NRL:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,2,FALSE),2),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check AASHTO EQS. 10-103c, 10-103d, 10-103e, 10-103g for Mr determination:"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with  (Dc / tw) ≤ (λ / √Fy) or with Longitudinally stiffened webs - (AASHTO EQ. 10-103c):",{"$f":"AJ18/AJ17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ69<=+AL69,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ58/SQRT(E20*1000)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ69<=+AL69,1,0)","v":{"$error":"#DIV/0!"}}]
[null,"£ - ",{"$f":"IFERROR(AK155 & AK156,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,"EV2 Operating:",{"$f":"IFERROR(AJ192,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR(AJ197,\"\")","v":""}]
[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with (Dc / tw) ≤ (λ / √Fy):",{"$f":"IF($AM$69<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr:",{"$f":"IF(AM69=1,MIN(((91*(10^6))*AJ66*(AJ62/(AJ67))*SQRT(0.772*(AJ65/AJ62)+9.87*(AJ63/(AJ67))^2))/1000/12,E20*BD27/12),\"NA\")","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with (Dc / tw) > (λ / √Fy)(AASHTO EQ. 10-103d):",{"$f":"AJ67","v":0},{"$f":"IF(AJ73<=AL73,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ60","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ73<=+AL73,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($AM$73<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr = My:",{"$f":"IF(AM73,E20*BD27/12,\"NA\")","v":{"$error":"#DIV/0!"}},"k-ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103e):",{"$f":"AJ64","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ77>=+AL77,\">=\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ67","v":0},{"$f":"IF(+AJ77>=+AL77,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AJ67","v":0},{"$f":"IF(+AJ78>+AL78,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ60","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ78>=+AL78,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SUM($AM$77,$AM$78)<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr:",{"$f":"IF(OR(AM73=1,SUM(AM77,AM78)<2),\"NA\",(AJ66*E20*AJ59*(1-0.5*((AJ67-AJ60)/(AJ64-AJ60))))/12)","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103g):",{"$f":"AJ67","v":0},{"$f":"IF(+AJ81>+AL81,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ64","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ81>+AL81,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($AM$81<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AM73=1,SUM(AM77,AM78)=2,AM81<1),\"AASHTO EQ. 10-103g not applicable\",\"Mr:\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(AM69,AM73,SUM(AM77,AM78)=2),\"NA\",IF(AM81=1,AJ66*(((E20)*AJ59)/2)*(AJ64/(AJ67))^2,0)/12)","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Afc:",{"$f":"AO27","v":0},"in2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr (used) =",{"$f":"IF(AM69=1,AJ72,IF(AM73=1,AJ75,IF(AM77+AM78=2,AJ80,IF(AM81=1,AJ83))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103b) Rb:",{"$f":"MIN(1,(1-0.002*(AJ18*AJ17/AJ84)*(AJ18/AJ17-AJ58/SQRT(AJ85/AJ59))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mu",{"$f":"IF(E34=\"Y\",\"NA\",(AJ85*AJ86))","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equivalent Sx, (Mu/Fy):",{"$f":"12*AJ87/E20","v":{"$error":"#DIV/0!"}},"in3"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The checks performed here apply to both non-composite and composite sections, however Dc of a"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"composite section is calculated per the provisions of AASHTO 10.50 (b), assuming the positive moment"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"region is stressed to point of first yield."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Composite Action:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment to bring Composite Section to First Yield:"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncb =",{"$f":"$BC$27","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcbn =",{"$f":"$AV$48","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcb3n =",{"$f":"$AV$55","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"My = Sxcbn*Fy/12+ncDLMoment*(1-Sxcbn/Sxbnc)+compDLMoment(1-Sxcbn/Sxcb3n) =",{"$f":"AJ98*E20/12+$P$50*(1-AJ98/AJ97)+$P$51*(1-AJ98/AJ99)","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top Flange (top fiber) Stress at First Yield Moment =",{"$f":"12*P50/$BD$27+12*P51/$AV$54+($AQ$38-$AS$46)*(($AJ$102-(12*P50/$BD$27+12*P51/$AV$55))/$AS$46)","v":{"$error":"#N/A"}},"ksi Comp"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bott Flange (bottom fiber) Stress at First Yield Moment =",{"$f":"$E$20","v":0},"ksi Tension"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$AQ$38*$AJ$101/($AJ$102+$AJ$101)-$E$25-$K$21","v":{"$error":"#N/A"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103b-2):",{"$f":"$AJ$103/$AJ$17","v":{"$error":"#N/A"}},{"$f":"IF(+$AJ104<=+$AL104,\"<=\",\">\")","v":{"$error":"#N/A"}},{"$f":"IF(AJ103<=(K18-K21-K22)/2,15400,12500)/(1000*$E$20)^0.5","v":{"$error":"#N/A"}},null,null,"Is Dc less than or equal to d/2?"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($AJ$105,2)=\"OK\",\"\",\"Section violates both AASHTO 10.48.2; beyond the scope of this spreadsheet.\")","v":{"$error":"#N/A"}},{"$f":"IF(+$AJ104<=+$AL104,\"CRITERIA CHECK OK\",\"CRITERIA CHECK NO GOOD\")","v":{"$error":"#N/A"}},null,null,null,null,{"$f":"IF(AJ103<=(K18-K21-K22)/2,\"YES, use 15,400 for Lambda\",\"No, use 12,500 for Lamda\")","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fully Plastic Moment (fillets conservatively excluded from section):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"d =",{"$f":"$AQ$38","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ts =",{"$f":"$E$33","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"th =",{"$f":"-$E$36","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H =",{"$f":"SUM($AJ$107:$AJ$109)","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"$AJ$16","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area Sum of Flanges, Cover Plates, and Web (stringer) =",{"$f":"$E$25*$E$24+($K$21+$K$22)*$K$20+$AJ$111*$K$19+$E$27*$E$26","v":0},"in2 <-- Does not include areas of fillets"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C (AASHTO EQ. 10-123) =",{"$f":"0.85*$E$35*$AJ$9*$AJ$108","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C (AASHTO EQ. 10-124) =",{"$f":"$AJ$112*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ115>AJ114,\"Climit (slab controlled) =\",\"Climit (stringer controlled) =\")","v":"Climit (stringer controlled) ="},{"$f":"MINA($AJ$114:$AJ$115)","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a (AASHTO EQ. 10-125; conservatively excluding reinforcement in compression region of slab) =",{"$f":"$AJ$116/0.85/$E$35/$AJ$9","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C' (AASHTO EQ. 10-126) =",{"$f":"MAXA(($AJ$115-$AJ$114)/2,0)","v":0},"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)tcp =",{"$f":"$E$25*$E$24*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)tf =",{"$f":"$K$21*$K$20*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)w =",{"$f":"$K$19*$AJ$111*$E$20","v":0},"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compressed portion of top cover plate (AASHTO EQ. 10-127) =",{"$f":"MINA(($AJ$118/MAXA(0.00001,$AJ$120))*$E$25,$E$25)","v":0},"in <--measured from top of tcp, if any"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compressed portion of top flange (AASHTO EQ. 10-127) =",{"$f":"MAXA(0,MINA((($AJ$118-$AJ$120*$AJ$124/MAXA(0.00001,$E$25))/$AJ$121)*$K$21,$K$21))","v":{"$error":"#DIV/0!"}},"in <--measured from top of tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dcp=Compressed portion of web (AASHTO EQ. 10-128) =",{"$f":"MAXA(0,MINA((($AJ$118-$AJ$120*$AJ$124/MAXA(0.00001,$E$25)-$AJ$121*$AJ$125/MAXA(0.00001,$K$21))/$AJ$122)*$K$19,$K$19))","v":{"$error":"#DIV/0!"}},"in <--measured from top of w"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yt =",{"$f":"SUM($AJ$124:$AJ$126)","v":{"$error":"#DIV/0!"}},"in <--measured from top of tcp, if any, or tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yb =",{"$f":"$AJ$107-$AJ$127","v":{"$error":"#DIV/0!"}},"in <--measured from bot of bcp, if any, or bf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dp =",{"$f":"IF($AJ$127=0,$AJ$117,$AJ$108+$AJ$109+$AJ$127)","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Centroid of Max Plastic Compressive Force in Steel =",{"$f":"($AJ$124^2*$E$24/2+($AJ$124+$AJ$125/2)*$AJ$125*$K$20+($AJ$127-$AJ$126/2)*$AJ$126*$K$19)/MAXA(0.00001,($AJ$118/$E$20))","v":{"$error":"#DIV/0!"}},"in <--measured from top of tcp, if any, or tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Centroid of Max Plastic Tension Force in Steel =",{"$f":"((MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27/2)*$AS$27+(MAXA(0,$AJ$108+$AJ109-$AJ$129)+$AJ$128-$E$27-$K$22/2)*$AP$27+(MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27-$K$22-($AJ$111-$AJ$126)/2)*($AJ$111-$AJ$126)*$K$19+(MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27-$K$22-$AJ$111-($K$21-$AJ$125)/2)*($K$21-$AJ$125)*$K$20+(MAXA(0,$AJ$108+$AJ$109-$AJ129)+($E$25-$AJ$124)/2)*($E$25-$AJ$124)*$E$24)/($AS$27+$AP$27+($AJ$111-$AJ$126)*$K$19+($K$21-$AJ$125)*$K$20+($E$25-$AJ$124)*$E$24)","v":{"$error":"#DIV/0!"}},"in <--measured from neutral axis of fully plastic section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Plastic Compression Moment =",{"$f":"((MAXA($AJ$129,$AJ$108+$AJ$109)-$AJ$117/2)*$AJ$116+$AJ$118*($AJ$127-$AJ$130))/12","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Plastic Tension Moment =",{"$f":"($AS$27+$AP$27+($AJ$111-$AJ$126)*$K$19+($K$21-$AJ$125)*$K$20+($E$25-$AJ124)*$E$25)*$E$20*$AJ$131/12","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mp =",{"$f":"$AJ$132+$AJ$133","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check for Compact Section (AASHTO EQ. 10-129) =",{"$f":"2*$AJ$126/$K$19","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ135<=+$AL135,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"19230/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"IF($AJ$135>$AL$135,\"NO GOOD\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check for Compact Section (AASHTO EQ. 10-129a) =",{"$f":"$AJ$129/$AJ$137","v":{"$error":"#DIV/0!"}},{"$f":"IF($AJ136>5,\">   5\",\"<=   5\")","v":{"$error":"#DIV/0!"}},null,{"$f":"IF($AJ$136>5,\"NO GOOD\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D' for Compact Section (AASHTO EQ. 10-129a) =",{"$f":"IF($E$20<=36,0.9,0.7)*$AJ$110/7.5","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ultimate Moment Capacity:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($AJ$41,2)=\"OK\",(IF(UPPER(LEFT($E$35,1))=\"N\",\"Cu = Mp =\",IF(RIGHT($AJ$105,2)=\"OK\",IF(OR($AM$135=\"NO GOOD\",$AM$136=\"NO GOOD\"),\"Cu = My =\",IF($AJ$136<1,\"Cu = Mp =\",\"Cu = Mu =\"))))),\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),RIGHT($AJ$26,2)=\"OK\",RIGHT($AJ$41,2)=\"OK\"),$AJ$49,(IF(AND(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),RIGHT($AJ$41,7)=\"NO GOOD\"),$AJ$87,IF(RIGHT($AJ$105,2)=\"OK\",IF(OR($AM$135=\"NO GOOD\",$AM$136=\"NO GOOD\"),AJ100,IF($AJ$136<1,AJ134,(5*AJ134-0.85*AJ100)/4+((0.85*AJ100-AJ134)/4)*$AJ$129/$AJ$137)),\"NA\"))))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(RIGHT($AJ$26,2)=\"OK\",(IF(OR(UPPER(LEFT($E$35,1))=\"N\",$E$35=\"\"),\"<---Non-Composite Section\",IF(RIGHT($AJ$105,2)=\"OK\",IF(OR($AM$135=\"NO GOOD\",$AM$136=\"NO GOOD\"),\"<--- EQ. 10-129 Controlled Composite Section and/or EQ. 10-129a Controlled Composite Section, thus, Composite Section Controlled by First Yeild Moment\",IF($AJ$136<1,\"<---Fully Plastic Moment Allowed on Composite Section\",\"<---Partially Plastic Moment Allowed on Composite Section\"))))),\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Determination of Serviceable Moment Capacity (as per AASHTO 10.57.2):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.8*FySxncmin =",{"$f":"IF(E34=\"Y\",\"N/A\",(E20/12*MIN(BC27:BD27)*0.8))","v":{"$error":"#DIV/0!"}},"ft-k","<---Non-Composite Section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.95*My =",{"$f":"0.95*AJ100","v":{"$error":"#DIV/0!"}},"ft-k","<---Composite Section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mserv =",{"$f":"IF(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),$AJ$141,$AJ$142)","v":{"$error":"#DIV/0!"}},"ft-k","<---Controls"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncb =",{"$f":"$BC$27","v":{"$error":"#DIV/0!"}},"in^3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxscb =",{"$f":"$AV$55","v":{"$error":"#DIV/0!"}},"in^3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cu =",{"$f":"IF(E34=\"Y\",AJ139,IF(AJ26=\"CRITERIA CHECK OK\",AJ27,IF(AM36+AM37+AM40=3,AJ49,AJ87)))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(E35=\"Y\",\"Section 10.50 Controls\",IF(AJ26=\"CRITERIA CHECK OK\",\"Section 10.48.1 Controls\",IF(AM36+AM37+AM40=3,\"Section 10.48.2 Controls\",\"Section 10.48.4 Controls\")))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cserv=",{"$f":"$AJ$143","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(E35=\"Y\",\"Section 10.50 Controls\",IF(AJ26=\"CRITERIA CHECK OK\",\"Section 10.48.1 Controls\",IF(AM36+AM37+AM40=3,\"Section 10.48.2 Controls\",\"Section 10.48.4 Controls\")))","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$54)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ150<=AJ151,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$54/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ151<AJ150,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Load Factor Operating Rating-->",{"$f":"AJ150*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Serviceable Operating Rating-->",{"$f":"AJ151*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$55)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ155<=AJ156,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$55/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ156<AJ155,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Load Factor Operating Rating-->",{"$f":"AJ155*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Serviceable Operating Rating-->",{"$f":"AJ156*1.67","v":{"$error":"#DIV/0!"}}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$56)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ165<=AJ166,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$56/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ166<AJ165,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Load Factor Operating Rating-->",{"$f":"AJ165*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Truck or 80-KIP Truck, Serviceable Operating Rating-->",{"$f":"AJ166*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$57)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ170<=AJ171,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$57/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ171<AJ170,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Load Factor Operating Rating-->",{"$f":"AJ170*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4 Serviceable Operating Rating-->",{"$f":"AJ171*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$58)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ175<=AJ176,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$58/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ176<AJ175,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 Load Factor Operating Rating-->",{"$f":"AJ175*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 Serviceable Operating Rating-->",{"$f":"AJ176*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$59)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ180<=AJ181,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$59/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ181<AJ180,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 Load Factor Operating Rating-->",{"$f":"AJ180*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 Serviceable Operating Rating-->",{"$f":"AJ181*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7 Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$52)/(2.17*$Y$60)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ185<=AJ186,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7 Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$52)/(5*$Y$60/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ186<AJ185,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7 Load Factor Operating Rating-->",{"$f":"AJ185*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU7 Serviceable Operating Rating-->",{"$f":"AJ186*1.67","v":{"$error":"#DIV/0!"}}]
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[null,null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,null,null,{"$f":"M5","v":"TxDOT"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},null,{"$f":"'Steel Deck'!BC3","v":"Steel Corrugated Deck"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},null,null,null,null,null,null,null,null,null,null,null,null,"Effective Width of Concrete Slab (as per AASHTO 10.38.3):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Original Section","Rolled Section Depth",null,"(in)",{"$f":"S$38","v":0},{"$f":"T$38","v":0},{"$f":"W$38","v":0},{"$f":"Y$38","v":0},{"$f":"AB$38","v":0},null,"From Original Section","Rolled Section Depth",null,"(in)",{"$f":"CK5","v":0},{"$f":"CL5","v":0},{"$f":"CM5","v":0},{"$f":"CN5","v":0},{"$f":"CO5","v":0},null,"From Original Section","Rolled Section Depth",null,"(in)",{"$f":"CK5","v":0},{"$f":"CL5","v":0},{"$f":"CM5","v":0},{"$f":"CN5","v":0},{"$f":"CO5","v":0},null,"Section Dimensions","Section Designation",null,null,{"$f":"$S$36","v":0},{"$f":"$T$36","v":0},{"$f":"$W$36","v":0},{"$f":"$Y$36","v":0},{"$f":"$AB$36","v":0},null,null,0.2]
[null,null,null,null,null,null,null,null,"Version:",null,null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,null,null,null,null,null,null,"Version:",null,null,null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},null,{"$f":"'Steel Deck'!BD3","v":"Steel Plate Deck"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},null,null,null,null,null,null,null,null,null,null,null,null,"L/4 (in) =",{"$f":"($S$30-$S$31)/4*12","v":0},{"$f":"($S$30-$S$31)/4*12","v":0},{"$f":"($S$30-$S$31)/4*12","v":0},{"$f":"($T$30-$T$31)/4*12","v":0},{"$f":"($T$30-$T$31)/4*12","v":0},{"$f":"($T$30-$T$31)/4*12","v":0},{"$f":"($W$30-$W$31)/4*12","v":0},{"$f":"($W$30-$W$31)/4*12","v":0},{"$f":"($W$30-$W$31)/4*12","v":0},{"$f":"($Y$30-$Y$31)/4*12","v":0},{"$f":"($Y$30-$Y$31)/4*12","v":0},{"$f":"($Y$30-$Y$31)/4*12","v":0},{"$f":"($AB$30-$AB$31)/4*12","v":0},{"$f":"($AB$30-$AB$31)/4*12","v":0},{"$f":"($AB$30-$AB$31)/4*12","v":0},null,null,null,null,null,"WEB THK",null,"(in)",{"$f":"S$39","v":0},{"$f":"T$39","v":0},{"$f":"W$39","v":0},{"$f":"Y$39","v":0},{"$f":"AB$39","v":0},null,null,"WEB THK",null,"(in)",{"$f":"S49","v":0},0,{"$f":"W49","v":0},{"$f":"Y49","v":0},{"$f":"AB49","v":0},null,null,"WEB THK",null,"(in)",{"$f":"S61","v":0},0,{"$f":"W61","v":0},{"$f":"Y61","v":0},{"$f":"AB61","v":0},null,null,"Area Section",null,"(in^2)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,4)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,4))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,4)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,4))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,4)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,4))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,4)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,4))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,4)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,4))","v":{"$error":"#N/A"}},null,null,0.3]
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[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,null,"AADT ®:",null,{"$f":"AADT","v":50},null,null,null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},null,null,null,"Date Built",null,"Compressive Stress",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},null,null,null,null,null,null,null,null,null,null,null,null,"Beam Spacing (in) =",{"$f":"$S$32*12","v":0},{"$f":"$S$32*12","v":0},{"$f":"$S$32*12","v":0},{"$f":"$T$32*12","v":0},{"$f":"$T$32*12","v":0},{"$f":"$T$32*12","v":0},{"$f":"$W$32*12","v":0},{"$f":"$W$32*12","v":0},{"$f":"$W$32*12","v":0},{"$f":"$Y$32*12","v":0},{"$f":"$Y$32*12","v":0},{"$f":"$Y$32*12","v":0},{"$f":"$AB$32*12","v":0},{"$f":"$AB$32*12","v":0},{"$f":"$AB$32*12","v":0},null,null,null,null,null,"Top FLG THK",null,"(in)",{"$f":"S$41","v":0},{"$f":"T$41","v":0},{"$f":"W$41","v":0},{"$f":"Y$41","v":0},{"$f":"AB$41","v":0},null,null,"Top FLG THK",null,"(in)",0,0,{"$f":"W51","v":0},{"$f":"Y51","v":0},{"$f":"AB51","v":0},null,null,"Top FLG THK",null,"(in)",0,0,{"$f":"W63","v":0},{"$f":"Y63","v":0},{"$f":"AB63","v":0},null,null,"WEB THK",null,"(in)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,6)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,6))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,6)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,6))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,6)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,6))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,6)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,6))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,6)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,6))","v":{"$error":"#N/A"}},null,null,0.5]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,null,"Truck % (1% MIN):",null,{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E15","v":"Timber Deck (2)"},null,null,null,"Before 1959 ",null,2.5,"KSI",null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E15","v":"Timber Deck (2)"},null,null,null,null,null,null,null,null,null,null,null,null,"Effective Width (in) =",{"$f":"MINA(BN6:BN8)","v":0},0,0,0,0,0,{"$f":"MINA(BT6:BT8)","v":0},{"$f":"MINA(BU6:BU8)","v":0},{"$f":"MINA(BV6:BV8)","v":0},0,{"$f":"MINA(BX6:BX8)","v":0},{"$f":"MINA(BY6:BY8)","v":0},0,{"$f":"MINA(CA6:CA8)","v":0},{"$f":"MINA(CB6:CB8)","v":0},null,null,null,null,null,"Bottom FLG THK",null,"(in)",{"$f":"S$42","v":0},{"$f":"T$42","v":0},{"$f":"W$42","v":0},{"$f":"Y$42","v":0},{"$f":"AB$42","v":0},null,null,"Bottom FLG THK",null,"(in)",0,0,{"$f":"W52","v":0},{"$f":"Y52","v":0},{"$f":"AB52","v":0},null,null,"Bottom FLG THK",null,"(in)",0,0,{"$f":"W64","v":0},{"$f":"Y64","v":0},{"$f":"AB64","v":0},null,null,"FLANGE WIDTH",null,"(in)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,7)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,7))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,7)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,7))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,7)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,7))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,7)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,7))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,7)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,7))","v":{"$error":"#N/A"}},null,null,0.6]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,null,"EV Daily Crossing:",null,{"$f":"EV_crossing","v":1},null,null,"(1 or 10) One Direction",null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E16","v":0},null,null,null,"1959-1982",null,3,"KSI",null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E16","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FILLET RADIUS",null,"(in)",{"$f":"S$43","v":0},{"$f":"T$43","v":0},{"$f":"W$43","v":0},{"$f":"Y$43","v":0},{"$f":"AB$43","v":0},null,null,"FILLET RADIUS",null,"(in)",{"$f":"CK10","v":0},{"$f":"CL10","v":0},{"$f":"CM10","v":0},{"$f":"CN10","v":0},{"$f":"CO10","v":0},null,null,"FILLET RADIUS",null,"(in)",{"$f":"CK10","v":0},{"$f":"CL10","v":0},{"$f":"CM10","v":0},{"$f":"CN10","v":0},{"$f":"CO10","v":0},null,null,"FLANGE THK",null,"(in)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,8)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,8))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,8)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,8))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,8)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,8))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,8)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,8))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,8)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,8))","v":{"$error":"#N/A"}},null,null,0.7]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,null,"Year Built:",null,{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,"1982-1993",null,3.6,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.1, \"Compact Sections\" and 10.48.2, \"Braced Noncompact Sections\"]:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP COV. PLT WIDTH",null,"(in)",0,0,0,0,0,null,null,"TOP COV. PLT WIDTH",null,"(in)",{"$f":"S$54","v":0},{"$f":"T$54","v":0},{"$f":"W$54","v":0},{"$f":"Y$54","v":0},{"$f":"AB$54","v":0},null,null,"TOP COV. PLT WIDTH",null,"(in)",{"$f":"S$66","v":0},{"$f":"T$66","v":0},{"$f":"W$66","v":0},{"$f":"Y$66","v":0},{"$f":"AB$66","v":0},null,null,"FILLET RADIUS",null,"(in)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,9)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,9))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,9)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,9))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,9)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,9))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,9)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,9))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,9)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,9))","v":{"$error":"#N/A"}},null,null,0.8]
[null,null,null,null,null,null,null,"Stringer Descr:",null,null,null,null,null,null,null,null,null,null,null,null,null,"Stringer Descr:",null,{"$f":"I12","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"After 1993 ",null,4,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP COV. PLT THK",null,"(in)",0,0,0,0,0,null,null,"TOP COV. PLT THK",null,"(in)",{"$f":"S$55","v":0},{"$f":"T$55","v":0},{"$f":"W$55","v":0},{"$f":"Y$55","v":0},{"$f":"AB$55","v":0},null,null,"TOP COV. PLT THK",null,"(in)",{"$f":"S$67","v":0},{"$f":"T$67","v":0},{"$f":"W$67","v":0},{"$f":"Y$67","v":0},{"$f":"AB$67","v":0},null,"M A J O R   A X I S","Moment of Inertia Ix",null,"(in^4)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,10)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,10))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,10)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,10))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,10)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,10))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,10)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,10))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,10)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,10))","v":{"$error":"#N/A"}},null,null,0.9]
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[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,"Input Tables",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tft (in) =",{"$f":"CK$8","v":0},{"$f":"CU$8","v":0},{"$f":"DE$8","v":0},{"$f":"CL$8","v":0},{"$f":"CV$8","v":0},{"$f":"DF$8","v":0},{"$f":"CM$8","v":0},{"$f":"CW$8","v":0},{"$f":"DG$8","v":0},{"$f":"CN$8","v":0},{"$f":"CX$8","v":0},{"$f":"DH$8","v":0},{"$f":"CO$8","v":0},{"$f":"CY$8","v":0},{"$f":"DI$8","v":0},null,null,null,null,null,"BOT COV. PLT THK",null,"(in)",0,0,0,0,0,null,null,"BOT COV. PLT THK",null,"(in)",{"$f":"S$57","v":0},{"$f":"T$57","v":0},{"$f":"W$57","v":0},{"$f":"Y$57","v":0},{"$f":"AB$57","v":0},null,null,"BOT COV. PLT THK",null,"(in)",{"$f":"S$69","v":0},{"$f":"T$69","v":0},{"$f":"W$69","v":0},{"$f":"Y$69","v":0},{"$f":"AB$69","v":0},null,null,"Plastic Sect. Modulus, Zx",null,"(in^3)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,12)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,12))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,12)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,12))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,12)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,12))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,12)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,12))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,12)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,12))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"M I N O R   A X I S","Moment of Inertia, Ix",null,"(in^4)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,13)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,13))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,13)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,13))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,13)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,13))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,13)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,13))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,13)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,13))","v":{"$error":"#N/A"}}]
[null,"Stringer Capacity (CU) at Section Checks",null,null,null,null,null,"Stringer Capacity (Cserv) at Section Checks",null,null,null,null,null,null,null,"DECK INPUTS",null,null,null,null,null,"LIVE LOAD FACTORS",null,null,null,null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"Structural Steel Allowable Yield Stress",null,null,null,null,null,null,null,"Single Lane",null,null,"2 or More Lanes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D (in) =",{"$f":"(CK$5-CK$8-CK$9)","v":0},{"$f":"(CU$5-CU$8-CU$9)","v":0},{"$f":"(DE$5-DE$8-DE$9)","v":0},{"$f":"(CL$5-CL$8-CL$9)","v":0},{"$f":"(CV$5-CV$8-CV$9)","v":0},{"$f":"(DF$5-DF$8-DF$9)","v":0},{"$f":"(CM$5-CM$8-CM$9)","v":0},{"$f":"(CW$5-CW$8-CW$9)","v":0},{"$f":"(DG$5-DG$8-DG$9)","v":0},{"$f":"(CN$5-CN$8-CN$9)","v":0},{"$f":"(CX$5-CX$8-CX$9)","v":0},{"$f":"(DH$5-DH$8-DH$9)","v":0},{"$f":"(CO$5-CO$8-CO$9)","v":0},{"$f":"(CY$5-CY$8-CY$9)","v":0},{"$f":"(DI$5-DI$8-DI$9)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elastic Sect. Modulus, Sx",null,"(in^3)",{"$f":"IF(ISERR(VLOOKUP(DO$5,Rolled_Section_Data,14)),NA(),VLOOKUP(DO$5,Rolled_Section_Data,14))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DP$5,Rolled_Section_Data,14)),NA(),VLOOKUP(DP$5,Rolled_Section_Data,14))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DQ$5,Rolled_Section_Data,14)),NA(),VLOOKUP(DQ$5,Rolled_Section_Data,14))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DR$5,Rolled_Section_Data,14)),NA(),VLOOKUP(DR$5,Rolled_Section_Data,14))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP(DS$5,Rolled_Section_Data,14)),NA(),VLOOKUP(DS$5,Rolled_Section_Data,14))","v":{"$error":"#N/A"}}]
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[null,"T3:",{"$f":"IFERROR(ROUNDUP($BJ$178/10,0),\"\")","v":""},{"$f":"IFERROR(1-(C38-$BJ$178/10),\"\")","v":""},{"$f":"IFERROR($BJ$183,\"\")","v":""},{"$f":"IFERROR($BJ$182,\"\")","v":""},null,null,"T3:",{"$f":"IFERROR(ROUNDUP($BK$178/10,0),\"\")","v":""},{"$f":"IFERROR(1-(J38-$BK$178/10),\"\")","v":""},{"$f":"IFERROR($BK$183,\"\")","v":""},{"$f":"IFERROR($BK$182,\"\")","v":""},null,null,"ORIGINAL STRINGER SECTION","Rolled Section Depth (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(+BN$35<=+BN$37,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BO$35<=+BO$37,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BP$35<=+BP$37,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BQ$35<=+BQ$37,1,0)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,"MOIx Major Axis Ix","Major Axis","Ix","(in^4)",{"$f":"$CN$78","v":{"$error":"#DIV/0!"}},{"$f":"$CN$107","v":{"$error":"#DIV/0!"}},{"$f":"$CN$135","v":{"$error":"#DIV/0!"}},{"$f":"$CN$163","v":{"$error":"#DIV/0!"}},{"$f":"$CN$191","v":{"$error":"#DIV/0!"}},null,"MOIx Major Axis Ix","Major Axis","Ix","(in^4)",{"$f":"CX$78","v":{"$error":"#DIV/0!"}},{"$f":"CX$107","v":{"$error":"#DIV/0!"}},{"$f":"CX$135","v":{"$error":"#DIV/0!"}},{"$f":"CX$163","v":{"$error":"#DIV/0!"}},{"$f":"CX$191","v":{"$error":"#DIV/0!"}},null,"MOIx Major Axis Ix","Major Axis","Ix","(in^4)",{"$f":"DH$65","v":{"$error":"#DIV/0!"}},{"$f":"DH$94","v":{"$error":"#DIV/0!"}},{"$f":"DH$122","v":{"$error":"#DIV/0!"}},{"$f":"DH$150","v":{"$error":"#DIV/0!"}},{"$f":"DH$178","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "," "," "," "," "]
[null,"T3S2:",{"$f":"IFERROR(ROUNDUP($BJ$190/10,0),\"\")","v":""},{"$f":"IFERROR(1-(C39-$BJ$190/10),\"\")","v":""},{"$f":"IFERROR($BJ$195,\"\")","v":""},{"$f":"IFERROR($BJ$194,\"\")","v":""},null,null,"T3S2:",{"$f":"IFERROR(ROUNDUP($BK$190/10,0),\"\")","v":""},{"$f":"IFERROR(1-(J39-$BK$190/10),\"\")","v":""},{"$f":"IFERROR($BK$195,\"\")","v":""},{"$f":"IFERROR($BK$194,\"\")","v":""},null,null,null,"Web Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dead Loads (klf)",null,null,null,null,null,null,"Live Load Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Assume compression flange is fully braced by slab [i.e., meets Lateral Bracing requirements of per AASHTO 16th Edition (1996), Article 10.48.1.1c]:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MOIy Minor Axis Iy","Minor Axis","Iy","(in^4)",{"$f":"$CO$63","v":0},{"$f":"$CO$93","v":0},{"$f":"$CO$121","v":0},{"$f":"$CO$149","v":0},{"$f":"$CO$177","v":0},null,"MOIy Minor Axis Iy","Minor Axis","Iy","(in^4)",{"$f":"CY$63","v":0},{"$f":"CY$93","v":0},{"$f":"CY$121","v":0},{"$f":"CY$149","v":0},{"$f":"CY$177","v":0},null,"MOIy Minor Axis Iy","Minor Axis","Iy","(in^4)",{"$f":"DI$63","v":0},{"$f":"DI$93","v":0},{"$f":"DI$121","v":0},{"$f":"DI$149","v":0},{"$f":"DI$177","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Slab Embedment (in):"," "," "," "," "," "," "]
[null,"T3-3:",{"$f":"IFERROR(ROUNDUP($BJ$202/10,0),\"\")","v":""},{"$f":"IFERROR(1-(C40-$BJ$202/10),\"\")","v":""},{"$f":"IFERROR($BJ$207,\"\")","v":""},{"$f":"IFERROR($BJ$206,\"\")","v":""},null,null,"T3-3:",{"$f":"IFERROR(ROUNDUP($BK$202/10,0),\"\")","v":""},{"$f":"IFERROR(1-(J40-$BK$202/10),\"\")","v":""},{"$f":"IFERROR($BK$207,\"\")","v":""},{"$f":"IFERROR($BK$206,\"\")","v":""},null,null,null,"Flange Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1","Span 2","Span 3","Span 4","Span 5",null,null,null,null,"Span 1","Span 2","Span 3","Span 4","Span 5",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ROGx Major Axis rx","Major Axis","rx","(in^4)",{"$f":"SQRT($CN$65/$CJ$63)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CN$94/$CJ$93)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CN$122/$CJ$121)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CN$150/$CJ$149)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CN$178/$CJ$177)","v":{"$error":"#DIV/0!"}},null,"ROGx Major Axis rx","Major Axis","rx","(in^4)",{"$f":"SQRT(CX$65/CT$63)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CX$94/CT$93)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CX$122/CT$121)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CX$150/CT$149)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CX$178/CT$177)","v":{"$error":"#DIV/0!"}},null,"ROGx Major Axis rx","Major Axis","rx","(in^4)",{"$f":"SQRT(DH$65/DD$63)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DH$94/DD$93)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DH$122/DD$121)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DH$150/DD$149)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DH$178/DD$177)","v":{"$error":"#DIV/0!"}}]
[null,"NRL:",{"$f":"IFERROR(ROUNDUP($BJ$214/10,0),\"\")","v":""},{"$f":"IFERROR(1-(C41-$BJ$214/10),\"\")","v":""},{"$f":"IFERROR($BJ$219,\"\")","v":""},{"$f":"IFERROR($BJ$218,\"\")","v":""},null,null,"NRL:",{"$f":"IFERROR(ROUNDUP($BK$214/10,0),\"\")","v":""},{"$f":"IFERROR(1-(J41-$BK$214/10),\"\")","v":""},{"$f":"IFERROR($BK$219,\"\")","v":""},{"$f":"IFERROR($BK$218,\"\")","v":""},null,null,null,"Top Flange Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck",{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,3,0),VLOOKUP($S$17,$AG$70:$AL$74,3,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,6,0),VLOOKUP($S$17,$AG$70:$AL$74,6,0)))*S$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,3,0),VLOOKUP($S$17,$AG$70:$AL$74,3,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,6,0),VLOOKUP($S$17,$AG$70:$AL$74,6,0)))*T$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,3,0),VLOOKUP($S$17,$AG$70:$AL$74,3,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,6,0),VLOOKUP($S$17,$AG$70:$AL$74,6,0)))*W$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,3,0),VLOOKUP($S$17,$AG$70:$AL$74,3,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,6,0),VLOOKUP($S$17,$AG$70:$AL$74,6,0)))*Y$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,3,0),VLOOKUP($S$17,$AG$70:$AL$74,3,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,6,0),VLOOKUP($S$17,$AG$70:$AL$74,6,0)))*AB$32","v":{"$error":"#N/A"}},null,null,null,"Impact Factor",{"$f":"IF(OR(AQ$43=0,AQ$43=\"\"),AQ$42,AQ$43)","v":1.3},{"$f":"IF(OR(AR$43=0,AR$43=\"\"),AR$42,AR$43)","v":1.3},{"$f":"IF(OR(AS$43=0,AS$43=\"\"),AS$42,AS$43)","v":1.3},{"$f":"IF(OR(AT$43=0,AT$43=\"\"),AT$42,AT$43)","v":1.3},{"$f":"IF(OR(AU$43=0,AU$43=\"\"),AU$42,AU$43)","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If above criteria is met then (Mu)nc = Fy*Z: ",{"$f":"IF(BN$22+BN$26<2,\"NO GOOD\",IF(AND(BN$30+BN$34=0,BN$38=0), \"NO GOOD\",\"CHECK OK\"))","v":{"$error":"#DIV/0!"}},{"$f":"IF(BO$22+BO$26<2,\"NO GOOD\",IF(AND(BO$30+BO$34=0,BO$38=0), \"NO GOOD\",\"CHECK OK\"))","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,"ROGy Minor Axis ry","Minor Axis","ry","(in^4)",{"$f":"SQRT($CO$63/$CJ$63)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CO$93/$CJ$93)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CO$121/$CJ$121)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CO$149/$CJ$149)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($CO$177/$CJ$177)","v":{"$error":"#DIV/0!"}},null,"ROGy Minor Axis ry","Minor Axis","ry","(in^4)",{"$f":"SQRT(CY$63/CT$63)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CY$93/CT$93)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CY$121/CT$121)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CY$149/CT$149)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(CY$177/CT$177)","v":{"$error":"#DIV/0!"}},null,"ROGy Minor Axis ry","Minor Axis","ry","(in^4)",{"$f":"SQRT(DI$63/DD$63)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DI$93/DD$93)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DI$121/DD$121)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DI$149/DD$149)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT(DI$177/DD$177)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Beam",{"$f":"(($CJ$63)/144)*0.49","v":0},{"$f":"(($CJ$93)/144)*0.49","v":0},{"$f":"(($CJ$121)/144)*0.49","v":0},{"$f":"(($CJ$149)/144)*0.49","v":0},{"$f":"(($CJ$177)/144)*0.49","v":0},null,null,null,"Impact Factor Calculated",{"$f":"IF((1+(50/(($S$30-$S$31)+125)))>1.3,1.3,1+(50/(($S$30-$S$31)+125)))","v":1.3},{"$f":"IF((1+(50/(($T$30-$T$31)+125)))>1.3,1.3,1+(50/(($T$30-$T$31)+125)))","v":1.3},{"$f":"IF((1+(50/(($W$30-$W$31)+125)))>1.3,1.3,1+(50/(($W$30-$W$31)+125)))","v":1.3},{"$f":"IF((1+(50/(($Y$30-$Y$31)+125)))>1.3,1.3,1+(50/(($Y$30-$Y$31)+125)))","v":1.3},{"$f":"IF((1+(50/(($AB$30-$AB$31)+125)))>1.3,1.3,1+(50/(($AB$30-$AB$31)+125)))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Else,",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom Fiber Elastic Mod Major Axis, Sxbnc","Elastic Modulus","Major Axis, Sxb","(in^3)",{"$f":"CK$36/CK$34","v":{"$error":"#DIV/0!"}},{"$f":"CL$36/CL$34","v":{"$error":"#DIV/0!"}},{"$f":"CM$36/CM$34","v":{"$error":"#DIV/0!"}},{"$f":"CN$36/CN$34","v":{"$error":"#DIV/0!"}},{"$f":"CO$36/CO$34","v":{"$error":"#DIV/0!"}},null,"Bottom Fiber Elastic Mod Major Axis, Sxbnc","Elastic Modulus","Major Axis, Sxb","(in^3)",{"$f":"CU$36/CU$34","v":{"$error":"#DIV/0!"}},{"$f":"CV$36/CV$34","v":{"$error":"#DIV/0!"}},{"$f":"CW$36/CW$34","v":{"$error":"#DIV/0!"}},{"$f":"CX$36/CX$34","v":{"$error":"#DIV/0!"}},{"$f":"CY$36/CY$34","v":{"$error":"#DIV/0!"}},null,"Bottom Fiber Elastic Mod Major Axis, Sxbnc","Elastic Modulus","Major Axis, Sxb","(in^3)",{"$f":"DE$36/DE$34","v":{"$error":"#DIV/0!"}},{"$f":"DF$36/DF$34","v":{"$error":"#DIV/0!"}},{"$f":"DG$36/DG$34","v":{"$error":"#DIV/0!"}},{"$f":"DH$36/DH$34","v":{"$error":"#DIV/0!"}},{"$f":"DI$36/DI$34","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fillet Radius (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Misc Non-Comp Dead Load on Stringer",{"$f":"S33","v":0},{"$f":"T33","v":0},{"$f":"W33","v":0},{"$f":"Y33","v":0},{"$f":"AB33","v":0},null,null,null,"Impact Factor Override",{"$f":"AC21","v":0},{"$f":"AC22","v":0},{"$f":"AC23","v":0},{"$f":"AC24","v":0},{"$f":"AC25","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If instead the criteria below is met then (Mu)nc = Fy*S: ",{"$f":"IF(BN$47+BN$51<2,\"NO GOOD\",\"CHECK OK\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(BO$47+BO$51<2,\"NO GOOD\",\"CHECK OK\")","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,"Top Fiber Elastic Mod Major Axis, Sxtnc","Elastic Modulus","Major Axis, Sxt","(in^3)",{"$f":"CK$36/CK$35","v":{"$error":"#DIV/0!"}},{"$f":"CL$36/CL$35","v":{"$error":"#DIV/0!"}},{"$f":"CM$36/CM$35","v":{"$error":"#DIV/0!"}},{"$f":"CN$36/CN$35","v":{"$error":"#DIV/0!"}},{"$f":"CO$36/CO$35","v":{"$error":"#DIV/0!"}},null,"Top Fiber Elastic Mod Major Axis, Sxtnc","Elastic Modulus","Major Axis, Sxt","(in^3)",{"$f":"CU$36/CU$35","v":{"$error":"#DIV/0!"}},{"$f":"CV$36/CV$35","v":{"$error":"#DIV/0!"}},{"$f":"CW$36/CW$35","v":{"$error":"#DIV/0!"}},{"$f":"CX$36/CX$35","v":{"$error":"#DIV/0!"}},{"$f":"CY$36/CY$35","v":{"$error":"#DIV/0!"}},null,"Top Fiber Elastic Mod Major Axis, Sxtnc","Elastic Modulus","Major Axis, Sxt","(in^3)",{"$f":"DE$36/DE$35","v":{"$error":"#DIV/0!"}},{"$f":"DF$36/DF$35","v":{"$error":"#DIV/0!"}},{"$f":"DG$36/DG$35","v":{"$error":"#DIV/0!"}},{"$f":"DH$36/DH$35","v":{"$error":"#DIV/0!"}},{"$f":"DI$36/DI$35","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment of Inertia (in^4):",null,{"$f":"IFERROR($CK$38,\"\")","v":""},{"$f":"IFERROR($CL$38,\"\")","v":""},null,null,{"$f":"IFERROR($CM$38,\"\")","v":""},null,{"$f":"IFERROR($CN$38,\"\")","v":""},null,null,{"$f":"IFERROR($CO$38,\"\")","v":""},null,null,null,null,"Misc Comp Dead Load on Stringer",{"$f":"S34","v":0},{"$f":"T34","v":0},{"$f":"W34","v":0},{"$f":"Y34","v":0},{"$f":"AB34","v":0},null,null,null,"Distribution Factor",{"$f":"IF(AQ45<>0,AQ45,IF($M$8=1,MAX(AQ48:AQ49),MAX(AQ46:AQ47)))","v":{"$error":"#N/A"}},{"$f":"IF(AR45<>0,AR45,IF($M$8=1,MAX(AR48:AR49),MAX(AR46:AR47)))","v":{"$error":"#N/A"}},{"$f":"IF(S28<3,\"\",IF(AS45<>0,AS45,IF($M$8=1,MAX(AS48:AS49),MAX(AS46:AS47))))","v":""},{"$f":"IF(S28<4,\"\",IF(AT45<>0,AT45,IF($M$8=1,MAX(AT48:AT49),MAX(AT46:AT47))))","v":""},{"$f":"IF(S28<5,\"\",IF(AU45<>0,AU45,IF($M$8=1,MAX(AU48:AU49),MAX(AU46:AU47))))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-99):",{"$f":"BN$13/BN$14","v":{"$error":"#DIV/0!"}},{"$f":"BO$13/BO$14","v":{"$error":"#DIV/0!"}},{"$f":"BP$13/BP$14","v":{"$error":"#DIV/0!"}},{"$f":"BQ$13/BQ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compact Section Override (Y/N):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill/Wearing Surface",{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,4,0),VLOOKUP($S$17,$AG$70:$AL$74,4,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,5,0),VLOOKUP($S$17,$AG$70:$AL$74,5,0)))*S$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,4,0),VLOOKUP($S$17,$AG$70:$AL$74,4,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,5,0),VLOOKUP($S$17,$AG$70:$AL$74,5,0)))*T$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,4,0),VLOOKUP($S$17,$AG$70:$AL$74,4,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,5,0),VLOOKUP($S$17,$AG$70:$AL$74,5,0)))*W$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,4,0),VLOOKUP($S$17,$AG$70:$AL$74,4,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,5,0),VLOOKUP($S$17,$AG$70:$AL$74,5,0)))*Y$32","v":{"$error":"#N/A"}},{"$f":"(IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,4,0),VLOOKUP($S$17,$AG$70:$AL$74,4,0))+IFERROR(VLOOKUP($S$18,$AG$70:$AL$74,5,0),VLOOKUP($S$17,$AG$70:$AL$74,5,0)))*AB$32","v":{"$error":"#N/A"}},null,null,null,"Distribution Factor Override",{"$f":"$AA$21","v":0},{"$f":"$AA$22","v":0},{"$f":"$AA$23","v":0},{"$f":"$AA$24","v":0},{"$f":"$AA$25","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Checks",{"$f":"IF(+BN$44<=+BN$46,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BO$44<=+BO$46,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BP$44<=+BP$46,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BQ$44<=+BQ$46,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The continuous analysis for dead and live loads is run based on the original stringer section and composite section if applicable. The below inputs are for capacity checks.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total",{"$f":"SUM(AH41:AH45)","v":{"$error":"#N/A"}},{"$f":"SUM(AI41:AI45)","v":{"$error":"#N/A"}},{"$f":"SUM(AJ41:AJ45)","v":{"$error":"#N/A"}},{"$f":"SUM(AK41:AK45)","v":{"$error":"#N/A"}},{"$f":"SUM(AL41:AL45)","v":{"$error":"#N/A"}},null,null,null,"Distribution Factor (multi-lane)=",{"$f":"IF($AA$19=\"Exterior\",\"\",$S$32/VLOOKUP($AA$17,$AP$20:$AX$26,7,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$T$32/VLOOKUP($AA$17,$AP$20:$AX$26,7,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$W$32/VLOOKUP($AA$17,$AP$20:$AX$26,7,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$Y$32/VLOOKUP($AA$17,$AP$20:$AX$26,7,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$AB$32/VLOOKUP($AA$17,$AP$20:$AX$26,7,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"2200/(1000*$S$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$S$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$S$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$T$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$T$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$T$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$W$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$W$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$W$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$Y$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$Y$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$Y$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$AB$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$AB$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$AB$35)^0.5","v":{"$error":"#DIV/0!"}},null,null,null,null,"Bottom Fiber Elastic Modulus Major Axis, Sxb","Elastic Modulus","Major Axis, Sxb","(in^3)",{"$f":"CK$38/CK$34","v":{"$error":"#DIV/0!"}},{"$f":"CL$38/CL$34","v":{"$error":"#DIV/0!"}},{"$f":"CM$38/CM$34","v":{"$error":"#DIV/0!"}},{"$f":"CN$38/CN$34","v":{"$error":"#DIV/0!"}},{"$f":"CO$38/CO$34","v":{"$error":"#DIV/0!"}},null,"Bottom Fiber Elastic Modulus Major Axis, Sxb","Elastic Modulus","Major Axis, Sxb","(in^3)",{"$f":"CU$38/CU$34","v":{"$error":"#DIV/0!"}},{"$f":"CV$38/CV$34","v":{"$error":"#DIV/0!"}},{"$f":"CW$38/CW$34","v":{"$error":"#DIV/0!"}},{"$f":"CX$38/CX$34","v":{"$error":"#DIV/0!"}},{"$f":"CY$38/CY$34","v":{"$error":"#DIV/0!"}},null,"Bottom Fiber Elastic Modulus Major Axis, Sxb","Elastic Modulus","Major Axis, Sxb","(in^3)",{"$f":"DE$38/DE$34","v":{"$error":"#DIV/0!"}},{"$f":"DF$38/DF$34","v":{"$error":"#DIV/0!"}},{"$f":"DG$38/DG$34","v":{"$error":"#DIV/0!"}},{"$f":"DH$38/DH$34","v":{"$error":"#DIV/0!"}},{"$f":"DI$38/DI$34","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"footnote f (multi-lane)=",{"$f":"IF($AA$19=\"Exterior\",\"\",IF($S$32>VLOOKUP($AA$17,$AP$20:$AX$26,8,0),1+($S$32-6)/$S$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($T$32>VLOOKUP($AA$17,$AP$20:$AX$26,8,0),1+($T$32-6)/$T$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($W$32>VLOOKUP($AA$17,$AP$20:$AX$26,8,0),1+($W$32-6)/$W$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($Y$32>VLOOKUP($AA$17,$AP$20:$AX$26,8,0),1+($Y$32-6)/$Y$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($AB$32>VLOOKUP($AA$17,$AP$20:$AX$26,8,0),1+($AB$32-6)/$AB$32,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(+BN$44<=+BN$46,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BO$44<=+BO$46,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BP$44<=+BP$46,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BQ$44<=+BQ$46,1,0)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,"Top Fiber Elastic Modulus Major Axis, Sxt","Elastic Modulus","Major Axis, Sxt","(in^3)",{"$f":"CK$38/CK$35","v":{"$error":"#DIV/0!"}},{"$f":"CL$38/CL$35","v":{"$error":"#DIV/0!"}},{"$f":"CM$38/CM$35","v":{"$error":"#DIV/0!"}},{"$f":"CN$38/CN$35","v":{"$error":"#DIV/0!"}},{"$f":"CO$38/CO$35","v":{"$error":"#DIV/0!"}},null,"Top Fiber Elastic Modulus Major Axis, Sxt","Elastic Modulus","Major Axis, Sxt","(in^3)",{"$f":"CU$38/CU$35","v":{"$error":"#DIV/0!"}},{"$f":"CV$38/CV$35","v":{"$error":"#DIV/0!"}},{"$f":"CW$38/CW$35","v":{"$error":"#DIV/0!"}},{"$f":"CX$38/CX$35","v":{"$error":"#DIV/0!"}},{"$f":"CY$38/CY$35","v":{"$error":"#DIV/0!"}},null,"Top Fiber Elastic Modulus Major Axis, Sxt","Elastic Modulus","Major Axis, Sxt","(in^3)",{"$f":"DE$38/DE$35","v":{"$error":"#DIV/0!"}},{"$f":"DF$38/DF$35","v":{"$error":"#DIV/0!"}},{"$f":"DG$38/DG$35","v":{"$error":"#DIV/0!"}},{"$f":"DH$38/DH$35","v":{"$error":"#DIV/0!"}},{"$f":"DI$38/DI$35","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SECTION CHECK 1","Section Location:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Noncomposite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),(AH41+AH42+AH43+AH44+AH45)*($S$30-$S$31)^2/8,(AH41+AH42+AH43)*($S$30-$S$31)^2/8)","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),(AI41+AI42+AI43+AI44+AI45)*($T$30-$T$31)^2/8,(AI41+AI42+AI43)*($T$30-$T$31)^2/8)","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),(AJ41+AJ42+AJ43+AJ44+AJ45)*($W$30-$W$31)^2/8,(AJ41+AJ42+AJ43)*($W$30-$W$31)^2/8)","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),(AK41+AK42+AK43+AK44+AK45)*($Y$30-$Y$31)^2/8,(AK41+AK42+AK43)*($Y$30-$Y$31)^2/8)","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),(AL41+AL42+AL43+AL44+AL45)*($AB$30-$AB$31)^2/8,(AL41+AL42+AL43)*($AB$30-$AB$31)^2/8)","v":{"$error":"#N/A"}},null,null,null,"Distribution Factor (single-lane)=",{"$f":"IF($AA$19=\"Exterior\",\"\",$S$32/VLOOKUP($AA$17,$AP$20:$AX$26,4,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$T$32/VLOOKUP($AA$17,$AP$20:$AX$26,4,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$W$32/VLOOKUP($AA$17,$AP$20:$AX$26,4,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$Y$32/VLOOKUP($AA$17,$AP$20:$AX$26,4,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",$AB$32/VLOOKUP($AA$17,$AP$20:$AX$26,4,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-100):",{"$f":"BN$18/BN$17","v":{"$error":"#DIV/0!"}},{"$f":"BO$18/BO$17","v":{"$error":"#DIV/0!"}},{"$f":"BP$18/BP$17","v":{"$error":"#DIV/0!"}},{"$f":"BQ$18/BQ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,"Minor Axis Elastic Modulus Sy","Elastic Modulus","Sy","(in^3)",{"$f":"CK$39/($CH$65/2)","v":{"$error":"#DIV/0!"}},{"$f":"CL$39/($CH$94/2)","v":{"$error":"#DIV/0!"}},{"$f":"CM$39/($CH$122/2)","v":{"$error":"#DIV/0!"}},{"$f":"CN$39/($CH$150/2)","v":{"$error":"#DIV/0!"}},{"$f":"CO$39/($CH$178/2)","v":{"$error":"#DIV/0!"}},null,"Minor Axis Elastic Modulus Sy","Elastic Modulus","Sy","(in^3)",{"$f":"CU$39/(CR$65/2)","v":{"$error":"#DIV/0!"}},{"$f":"CV$39/(CR$94/2)","v":{"$error":"#DIV/0!"}},{"$f":"CW$39/(CR$122/2)","v":{"$error":"#DIV/0!"}},{"$f":"CX$39/(CR$150/2)","v":{"$error":"#DIV/0!"}},{"$f":"CY$39/(CR$178/2)","v":{"$error":"#DIV/0!"}},null,"Minor Axis Elastic Modulus Sy","Elastic Modulus","Sy","(in^3)",{"$f":"DE$39/(DB$65/2)","v":{"$error":"#DIV/0!"}},{"$f":"DF$39/(DB$94/2)","v":{"$error":"#DIV/0!"}},{"$f":"DG$39/(DB$122/2)","v":{"$error":"#DIV/0!"}},{"$f":"DH$39/(DB$150/2)","v":{"$error":"#DIV/0!"}},{"$f":"DI$39/(DB$178/2)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Web Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Dead Load Moment (if applicable)",{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),0,(AH44+AH45)*($S$30-$S$31)^2/8)","v":0},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),0,(AI44+AI45)*($T$30-$T$31)^2/8)","v":0},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),0,(AJ44+AJ45)*($W$30-$W$31)^2/8)","v":0},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),0,(AK44+AK45)*($Y$30-$Y$31)^2/8)","v":0},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),0,(AL44+AL45)*($AB$30-$AB$31)^2/8)","v":0},null,null,null,"footnote f (single-lane)=",{"$f":"IF($AA$19=\"Exterior\",\"\",IF($S$32>VLOOKUP($AA$17,$AP$20:$AX$26,5,0),1+($S$32-6)/$S$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($T$32>VLOOKUP($AA$17,$AP$20:$AX$26,5,0),1+($T$32-6)/$T$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($W$32>VLOOKUP($AA$17,$AP$20:$AX$26,5,0),1+($W$32-6)/$W$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($Y$32>VLOOKUP($AA$17,$AP$20:$AX$26,5,0),1+($Y$32-6)/$Y$32,0))","v":{"$error":"#N/A"}},{"$f":"IF($AA$19=\"Exterior\",\"\",IF($AB$32>VLOOKUP($AA$17,$AP$20:$AX$26,5,0),1+($AB$32-6)/$AB$32,0))","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Checks",{"$f":"IF(+BN$48<=+BN$50,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BO$48<=+BO$50,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BP$48<=+BP$50,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BQ$48<=+BQ$50,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},null,null,null,null,"MAJOR AXIS Z","AXIS","Z","(in^3)",{"$f":"(CK$34-CK$14/2)*CK$29+(CK$34-CK$14-CK$9/2)*CK$26+(CK$34-CK$14-CK$9-CK$33)*2*CK$30+(((CK$34-CK$14-CK$9)^2)/2)*CK$6+(((CK$35-CK$12-CK$8)^2)/2)*CK$6+(CK$35-CK$12-CK$8-CK$33)*2*CK$30+(CK$35-CK$12-CK$8/2)*CK$25+(CK$35-CK$12/2)*CK$28","v":{"$error":"#DIV/0!"}},{"$f":"(CL$34-CV$14/2)*CL$29+(CL$34-CV$14-CL$9/2)*CL$26+(CL$34-CV$14-CL$9-CL$33)*2*CL$30+(((CL$34-CV$14-CL$9)^2)/2)*CL$6+(((CL$35-DF$12-CL$8)^2)/2)*CL$6+(CL$35-DF$12-CL$8-CL$33)*2*CL$30+(CL$35-DF$12-CL$8/2)*CL$25+(CL$35-DF$12/2)*CL$28","v":{"$error":"#DIV/0!"}},{"$f":"(CM$34-CW$14/2)*CM$29+(CM$34-CW$14-CM$9/2)*CM$26+(CM$34-CW$14-CM$9-CM$33)*2*CM$30+(((CM$34-CW$14-CM$9)^2)/2)*CM$6+(((CM$35-DG$12-CM$8)^2)/2)*CM$6+(CM$35-DG$12-CM$8-CM$33)*2*CM$30+(CM$35-DG$12-CM$8/2)*CM$25+(CM$35-DG$12/2)*CM$28","v":{"$error":"#DIV/0!"}},{"$f":"(CN$34-CX$14/2)*CN$29+(CN$34-CX$14-CN$9/2)*CN$26+(CN$34-CX$14-CN$9-CN$33)*2*CN$30+(((CN$34-CX$14-CN$9)^2)/2)*CN$6+(((CN$35-DH$12-CN$8)^2)/2)*CN$6+(CN$35-DH$12-CN$8-CN$33)*2*CN$30+(CN$35-DH$12-CN$8/2)*CN$25+(CN$35-DH$12/2)*CN$28","v":{"$error":"#DIV/0!"}},{"$f":"(CO$34-CY$14/2)*CO$29+(CO$34-CY$14-CO$9/2)*CO$26+(CO$34-CY$14-CO$9-CO$33)*2*CO$30+(((CO$34-CY$14-CO$9)^2)/2)*CO$6+(((CO$35-DI$12-CO$8)^2)/2)*CO$6+(CO$35-DI$12-CO$8-CO$33)*2*CO$30+(CO$35-DI$12-CO$8/2)*CO$25+(CO$35-DI$12/2)*CO$28","v":{"$error":"#DIV/0!"}},null,"MAJOR AXIS Z","AXIS","Z","(in^3)",{"$f":"(CU$34-CU$14/2)*CU$29+(CU$34-CU$14-CU$9/2)*CU$26+(CU$34-CU$14-CU$9-CU$33)*2*CU$30+(((CU$34-CU$14-CU$9)^2)/2)*CU$6+(((CU$35-CU$12-CU$8)^2)/2)*CU$6+(CU$35-CU$12-CU$8-CU$33)*2*CU$30+(CU$35-CU$12-CU$8/2)*CU$25+(CU$35-CU$12/2)*CU$28","v":{"$error":"#DIV/0!"}},{"$f":"(CV$34-CV$14/2)*CV$29+(CV$34-CV$14-CV$9/2)*CV$26+(CV$34-CV$14-CV$9-CV$33)*2*CV$30+(((CV$34-CV$14-CV$9)^2)/2)*CV$6+(((CV$35-CV$12-CV$8)^2)/2)*CV$6+(CV$35-CV$12-CV$8-CV$33)*2*CV$30+(CV$35-CV$12-CV$8/2)*CV$25+(CV$35-CV$12/2)*CV$28","v":{"$error":"#DIV/0!"}},{"$f":"(CW$34-CW$14/2)*CW$29+(CW$34-CW$14-CW$9/2)*CW$26+(CW$34-CW$14-CW$9-CW$33)*2*CW$30+(((CW$34-CW$14-CW$9)^2)/2)*CW$6+(((CW$35-CW$12-CW$8)^2)/2)*CW$6+(CW$35-CW$12-CW$8-CW$33)*2*CW$30+(CW$35-CW$12-CW$8/2)*CW$25+(CW$35-CW$12/2)*CW$28","v":{"$error":"#DIV/0!"}},{"$f":"(CX$34-CX$14/2)*CX$29+(CX$34-CX$14-CX$9/2)*CX$26+(CX$34-CX$14-CX$9-CX$33)*2*CX$30+(((CX$34-CX$14-CX$9)^2)/2)*CX$6+(((CX$35-CX$12-CX$8)^2)/2)*CX$6+(CX$35-CX$12-CX$8-CX$33)*2*CX$30+(CX$35-CX$12-CX$8/2)*CX$25+(CX$35-CX$12/2)*CX$28","v":{"$error":"#DIV/0!"}},{"$f":"(CY$34-CY$14/2)*CY$29+(CY$34-CY$14-CY$9/2)*CY$26+(CY$34-CY$14-CY$9-CY$33)*2*CY$30+(((CY$34-CY$14-CY$9)^2)/2)*CY$6+(((CY$35-CY$12-CY$8)^2)/2)*CY$6+(CY$35-CY$12-CY$8-CY$33)*2*CY$30+(CY$35-CY$12-CY$8/2)*CY$25+(CY$35-CY$12/2)*CY$28","v":{"$error":"#DIV/0!"}},null,"MAJOR AXIS Z","AXIS","Z","(in^3)",{"$f":"(DE$34-DE$14/2)*DE$29+(DE$34-DE$14-DE$9/2)*DE$26+(DE$34-DE$14-DE$9-DE$33)*2*DE$30+(((DE$34-DE$14-DE$9)^2)/2)*DE$6+(((DE$35-DE$12-DE$8)^2)/2)*DE$6+(DE$35-DE$12-DE$8-DE$33)*2*DE$30+(DE$35-DE$12-DE$8/2)*DE$25+(DE$35-DE$12/2)*DE$28","v":{"$error":"#DIV/0!"}},{"$f":"(DF$34-DF$14/2)*DF$29+(DF$34-DF$14-DF$9/2)*DF$26+(DF$34-DF$14-DF$9-DF$33)*2*DF$30+(((DF$34-DF$14-DF$9)^2)/2)*DF$6+(((DF$35-DF$12-DF$8)^2)/2)*DF$6+(DF$35-DF$12-DF$8-DF$33)*2*DF$30+(DF$35-DF$12-DF$8/2)*DF$25+(DF$35-DF$12/2)*DF$28","v":{"$error":"#DIV/0!"}},{"$f":"(DG$34-DG$14/2)*DG$29+(DG$34-DG$14-DG$9/2)*DG$26+(DG$34-DG$14-DG$9-DG$33)*2*DG$30+(((DG$34-DG$14-DG$9)^2)/2)*DG$6+(((DG$35-DG$12-DG$8)^2)/2)*DG$6+(DG$35-DG$12-DG$8-DG$33)*2*DG$30+(DG$35-DG$12-DG$8/2)*DG$25+(DG$35-DG$12/2)*DG$28","v":{"$error":"#DIV/0!"}},{"$f":"(DH$34-DH$14/2)*DH$29+(DH$34-DH$14-DH$9/2)*DH$26+(DH$34-DH$14-DH$9-DH$33)*2*DH$30+(((DH$34-DH$14-DH$9)^2)/2)*DH$6+(((DH$35-DH$12-DH$8)^2)/2)*DH$6+(DH$35-DH$12-DH$8-DH$33)*2*DH$30+(DH$35-DH$12-DH$8/2)*DH$25+(DH$35-DH$12/2)*DH$28","v":{"$error":"#DIV/0!"}},{"$f":"(DI$34-DI$14/2)*DI$29+(DI$34-DI$14-DI$9/2)*DI$26+(DI$34-DI$14-DI$9-DI$33)*2*DI$30+(((DI$34-DI$14-DI$9)^2)/2)*DI$6+(((DI$35-DI$12-DI$8)^2)/2)*DI$6+(DI$35-DI$12-DI$8-DI$33)*2*DI$30+(DI$35-DI$12-DI$8/2)*DI$25+(DI$35-DI$12/2)*DI$28","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Flange Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Dead Load Moment",{"$f":"AH48+AH49","v":{"$error":"#N/A"}},{"$f":"AI48+AI49","v":{"$error":"#N/A"}},{"$f":"AJ48+AJ49","v":{"$error":"#N/A"}},{"$f":"AK48+AK49","v":{"$error":"#N/A"}},{"$f":"AL48+AL49","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"15400/(1000*$S$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$S$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$S$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$T$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$T$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$T$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$W$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$W$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$W$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$Y$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$Y$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$Y$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$AB$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$AB$35)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$AB$35)^0.5","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top Flange Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(+BN$48<=+BN$50,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BO$48<=+BO$50,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BP$48<=+BP$50,1,0)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BQ$48<=+BQ$50,1,0)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Z (in^3) =",{"$f":"CK$49","v":{"$error":"#DIV/0!"}},{"$f":"CU$49","v":{"$error":"#DIV/0!"}},{"$f":"DE$49","v":{"$error":"#DIV/0!"}},{"$f":"CL$49","v":{"$error":"#DIV/0!"}},{"$f":"CV$49","v":{"$error":"#DIV/0!"}},{"$f":"DF$49","v":{"$error":"#DIV/0!"}},{"$f":"CM$49","v":{"$error":"#DIV/0!"}},{"$f":"CW$49","v":{"$error":"#DIV/0!"}},{"$f":"DG$49","v":{"$error":"#DIV/0!"}},{"$f":"CN$49","v":{"$error":"#DIV/0!"}},{"$f":"CX$49","v":{"$error":"#DIV/0!"}},{"$f":"DH$49","v":{"$error":"#DIV/0!"}},{"$f":"CO$49","v":{"$error":"#DIV/0!"}},{"$f":"CY$49","v":{"$error":"#DIV/0!"}},{"$f":"DI$49","v":{"$error":"#DIV/0!"}},null,null,null,null,"****CALCULATED PROPERTIES FOR ORIGINAL SECTION****",null,null,null,null,null,null,null,null,null,"****CALCULATED PROPERTIES FOR POSITIVE MOMENT SECTION****",null,null,null,null,null,null,null,null,null,"****CALCULATED PROPERTIES FOR NEGATIVE MOMENT SECTION****"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1",null,null,null,null,null,null,null,null,null,"Span 1",null,null,null,null,null,null,null,null,null,"Span 1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top Cover Plate","Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncmin (in^3) =",{"$f":"MINA(CK$42:CK$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CU$42:CU$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(DE$42:DE$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CL$42:CL$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CV$42:CV$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(DF$42:DF$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CM$42:CM$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CW$42:CW$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(DG$42:DG$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CN$42:CN$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CX$42:CX$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(DH$42:DH$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CO$42:CO$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(CY$42:CY$43)","v":{"$error":"#DIV/0!"}},{"$f":"MINA(DI$42:DI$43)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION",null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION",null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT(BN$41,2)=\"OK\",\"Fy*Z=\",IF(RIGHT(BN$43,2)=\"OK\",\"Interpolation Between Fy*Z and Fy*Sxncmin=\",\"Fy*Sxncmin (unless compact section override is selected Y) =\"))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BN$41,2)=\"OK\",$S$45=\"Y\"),$S$35*BN$52/12,IF(RIGHT(BN$43,2)=\"OK\",($S$35*BN$52-$S$35*(BN$52-BN$54)*(BN$44-BN$21)/(BN$46-BN$21))/12,$S$35*BN$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BO$41,2)=\"OK\",$S$45=\"Y\"),$S$35*BO$52/12,IF(RIGHT(BO$43,2)=\"OK\",($S$35*BO$52-$S$35*(BO$52-BO$54)*(BO$44-BO$21)/(BO$46-BO$21))/12,$S$35*BO$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BP$41,2)=\"OK\",$S$45=\"Y\"),$S$35*BP$52/12,IF(RIGHT(BP$43,2)=\"OK\",($S$35*BP$52-$S$35*(BP$52-BP$54)*(BP$44-BP$21)/(BP$46-BP$21))/12,$S$35*BP$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BQ$41,2)=\"OK\",$T$45=\"Y\"),$T$35*BQ$52/12,IF(RIGHT(BQ$43,2)=\"OK\",($T$35*BQ$52-$T$35*(BQ$52-BQ$54)*(BQ$44-BQ$21)/(BQ$46-BQ$21))/12,$T$35*BQ$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BR$41,2)=\"OK\",$T$45=\"Y\"),$T$35*BR$52/12,IF(RIGHT(BR$43,2)=\"OK\",($T$35*BR$52-$T$35*(BR$52-BR$54)*(BR$44-BR$21)/(BR$46-BR$21))/12,$T$35*BR$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BS$41,2)=\"OK\",$T$45=\"Y\"),$T$35*BS$52/12,IF(RIGHT(BS$43,2)=\"OK\",($T$35*BS$52-$T$35*(BS$52-BS$54)*(BS$44-BS$21)/(BS$46-BS$21))/12,$T$35*BS$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BT$41,2)=\"OK\",$W$45=\"Y\"),$W$35*BT$52/12,IF(RIGHT(BT$43,2)=\"OK\",($W$35*BT$52-$W$35*(BT$52-BT$54)*(BT$44-BT$21)/(BT$46-BT$21))/12,$W$35*BT$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BU$41,2)=\"OK\",$W$45=\"Y\"),$W$35*BU$52/12,IF(RIGHT(BU$43,2)=\"OK\",($W$35*BU$52-$W$35*(BU$52-BU$54)*(BU$44-BU$21)/(BU$46-BU$21))/12,$W$35*BU$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BV$41,2)=\"OK\",$W$45=\"Y\"),$W$35*BV$52/12,IF(RIGHT(BV$43,2)=\"OK\",($W$35*BV$52-$W$35*(BV$52-BV$54)*(BV$44-BV$21)/(BV$46-BV$21))/12,$W$35*BV$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BW$41,2)=\"OK\",$Y$45=\"Y\"),$Y$35*BW$52/12,IF(RIGHT(BW$43,2)=\"OK\",($Y$35*BW$52-$Y$35*(BW$52-BW$54)*(BW$44-BW$21)/(BW$46-BW$21))/12,$Y$35*BW$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BX$41,2)=\"OK\",$Y$45=\"Y\"),$Y$35*BX$52/12,IF(RIGHT(BX$43,2)=\"OK\",($Y$35*BX$52-$Y$35*(BX$52-BX$54)*(BX$44-BX$21)/(BX$46-BX$21))/12,$Y$35*BX$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BY$41,2)=\"OK\",$Y$45=\"Y\"),$Y$35*BY$52/12,IF(RIGHT(BY$43,2)=\"OK\",($Y$35*BY$52-$Y$35*(BY$52-BY$54)*(BY$44-BY$21)/(BY$46-BY$21))/12,$Y$35*BY$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(BZ$41,2)=\"OK\",$AB$45=\"Y\"),$AB$35*BZ$52/12,IF(RIGHT(BZ$43,2)=\"OK\",($AB$35*BZ$52-$AB$35*(BZ$52-BZ$54)*(BZ$44-BZ$21)/(BZ$46-BZ$21))/12,$AB$35*BZ$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(CA$41,2)=\"OK\",$AB$45=\"Y\"),$AB$35*CA$52/12,IF(RIGHT(CA$43,2)=\"OK\",($AB$35*CA$52-$AB$35*(CA$52-CA$54)*(CA$44-CA$21)/(CA$46-CA$21))/12,$AB$35*CA$54/12))","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(RIGHT(CB$41,2)=\"OK\",$AB$45=\"Y\"),$AB$35*CB$52/12,IF(RIGHT(CB$43,2)=\"OK\",($AB$35*CB$52-$AB$35*(CB$52-CB$54)*(CB$44-CB$21)/(CB$46-CB$21))/12,$AB$35*CB$54/12))","v":{"$error":"#DIV/0!"}},null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor",null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor",null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bottom Cover Plate","Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If the beam fails both tests above it does not meet the requirements of a braced noncompact section.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT COV PLT",null,null,null,null,null,null,null,null,null,"BOT COV PLT",{"$f":"CU$13","v":0},{"$f":"CU$14","v":0},{"$f":"CR56*CS56","v":0},{"$f":"CS56/2","v":0},{"$f":"CT56*CU56","v":0},{"$f":"(CR56*CS56^3)/12","v":0},{"$f":"CT56*(CU56-CU65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CS56*CR56^3)/12","v":0},null,"BOT COV PLT",{"$f":"DE$13","v":0},{"$f":"DE$14","v":0},{"$f":"DB56*DC56","v":0},{"$f":"DC56/2","v":0},{"$f":"DD56*DE56","v":0},{"$f":"(DB56*DC56^3)/12","v":0},{"$f":"DD56*(DE56-DE65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(DC56*DB56^3)/12","v":0}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The checks performed here apply to both non-composite and composite sections, however Dc of a",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"CK$7","v":0},{"$f":"CK$9","v":0},{"$f":"CH57*CI57","v":0},{"$f":"CK56+CI56/2+CI57/2","v":0},{"$f":"CJ57*CK57","v":0},{"$f":"(CH57*CI57^3)/12","v":0},{"$f":"CJ57*(CK57-CK65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CI57*CH57^3)/12","v":0},null,"BOT FLANGE",{"$f":"CU$7","v":0},{"$f":"CU$9","v":0},{"$f":"CR57*CS57","v":0},{"$f":"CU56+CS56/2+CS57/2","v":0},0,{"$f":"(CR57*CS57^3)/12","v":0},{"$f":"CT57*(CU57-CU65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CS57*CR57^3)/12","v":0},null,"BOT FLANGE",{"$f":"DE$7","v":0},{"$f":"DE$9","v":0},{"$f":"DB57*DC57","v":0},{"$f":"DE56+DC56/2+DC57/2","v":0},0,{"$f":"(DB57*DC57^3)/12","v":0},{"$f":"DD57*(DE57-DE65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(DC57*DB57^3)/12","v":0}]
[null,null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,"Section Modulus, Sx (in^3):",null,{"$f":"IFERROR(IF($AY$97<0,MIN($CU$42,$CU$43),MIN($CU$46,$CU$47)),\"\")","v":""},{"$f":"IFERROR(IF($BA$97<0,MIN($CV$42,$CV$43),MIN($CV$46,$CV$47)),\"\")","v":""},null,null,{"$f":"IFERROR(IF($BC$97<0,MIN($CW$42,$CW$43),MIN($CW$46,$CW$47)),\"\")","v":""},null,{"$f":"IFERROR(IF($BE$97<0,MIN($CX$42,$CX$43),MIN($CX$46,$CX$47)),\"\")","v":""},null,null,{"$f":"IFERROR(IF($BG$97<0,MIN($CY$42,$CY$43),MIN($CY$46,$CY$47)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"composite section is calculated per the provisions of AASHTO 10.50 (b), assuming the positive moment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*CK$30","v":0},{"$f":"CI56+CI57+CK$33","v":0},{"$f":"CJ58*CK58","v":0},null,{"$f":"CJ58*(CK58-CK65)^2","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*CU$30","v":0},{"$f":"CS56+CS57+CU$33","v":0},0,null,{"$f":"CT58*(CU58-CU65)^2","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*DE$30","v":0},{"$f":"DC56+DC57+DE$33","v":0},0,null,{"$f":"DD58*(DE58-DE65)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IF(ISERROR(BI97),\"\",IFERROR(MIN($BI$100:$BI$101)*20,\"\"))","v":""},null,{"$f":"IF(ISERROR(BI97),\"\",IFERROR(MIN($BI$100:$BI$101),\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WEB",{"$f":"CK$6","v":0},{"$f":"CK$5-CI$57-CI$61","v":0},{"$f":"CH59*CI59","v":0},{"$f":"CK57+CI57/2+CI59/2","v":0},{"$f":"CJ59*CK59","v":0},{"$f":"(CH59*CI59^3)/12","v":0},{"$f":"CJ59*(CK59-CK65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CI59*CH59^3)/12","v":0},null,"WEB",{"$f":"CU$6","v":0},{"$f":"CU$5-CS$57-CS$61","v":0},{"$f":"CR59*CS59","v":0},{"$f":"CU57+CS57/2+CS59/2","v":0},0,{"$f":"(CR59*CS59^3)/12","v":0},{"$f":"CT59*(CU59-CU65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CS59*CR59^3)/12","v":0},null,"WEB",{"$f":"DE$6","v":0},{"$f":"DE$5-DC$57-DC$61","v":0},{"$f":"DB59*DC59","v":0},{"$f":"DE57+DC57/2+DC59/2","v":0},0,{"$f":"(DB59*DC59^3)/12","v":0},{"$f":"DD59*(DE59-DE65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(DC59*DB59^3)/12","v":0}]
[null,null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IF(ISERROR(BI97),\"\",IFERROR(MIN($BI$102:$BI$103)*20,\"\"))","v":""},null,{"$f":"IF(ISERROR(BI97),\"\",IFERROR(MIN($BI$102:$BI$103),\"\"))","v":""},null,null,"SECTION CHECK 2","Section Location:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"region is stressed to point of first yield.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*CK$30","v":0},{"$f":"CI56+CI57+CI59-CK$33","v":0},{"$f":"CJ60*CK60","v":0},null,{"$f":"CJ60*(CK60-CK65)^2","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*CU$30","v":0},{"$f":"CS56+CS57+CS59-CU$33","v":0},0,null,{"$f":"CT60*(CU60-CU65)^2","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*DE$30","v":0},{"$f":"DC56+DC57+DC59-DE$33","v":0},0,null,{"$f":"DD60*(DE60-DE65)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,"Web Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Composite Action:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP FLANGE",{"$f":"CK$7","v":0},{"$f":"CK$8","v":0},{"$f":"CH61*CI61","v":0},{"$f":"CK59+CI59/2+CI61/2","v":0},{"$f":"CJ61*CK61","v":0},{"$f":"(CH61*CI61^3)/12","v":0},{"$f":"CJ61*(CK61-CK65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CI61*CH61^3)/12","v":0},null,"TOP FLANGE",{"$f":"CU$7","v":0},{"$f":"CU$8","v":0},{"$f":"CR61*CS61","v":0},{"$f":"CU59+CS59/2+CS61/2","v":0},0,{"$f":"(CR61*CS61^3)/12","v":0},{"$f":"CT61*(CU61-CU65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CS61*CR61^3)/12","v":0},null,"TOP FLANGE",{"$f":"DE$7","v":0},{"$f":"DE$8","v":0},{"$f":"DB61*DC61","v":0},{"$f":"DE59+DC59/2+DC61/2","v":0},0,{"$f":"(DB61*DC61^3)/12","v":0},{"$f":"DD61*(DE61-DE65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(DC61*DB61^3)/12","v":0}]
[null,null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IF(ISERROR(BI85),\"\",IFERROR(MIN($BI$88:$BI$89)*20,\"\"))","v":""},null,{"$f":"IF(ISERROR(BI85),\"\",IFERROR(MIN($BI$88:$BI$89),\"\"))","v":""},null,null,null,"Flange Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP COV PLT",null,null,null,null,null,null,null,null,null,"TOP COV PLT",{"$f":"CU11","v":0},{"$f":"CU12","v":0},{"$f":"CR62*CS62","v":0},{"$f":"CU61+CS61/2+CS62/2","v":0},0,{"$f":"(CR62*CS62^3)/12","v":0},{"$f":"CT62*(CU62-CU65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(CS62*CR62^3)/12","v":0},null,"TOP COV PLT",{"$f":"DE11","v":0},{"$f":"DE12","v":0},{"$f":"DB62*DC62","v":0},{"$f":"DE61+DC61/2+DC62/2","v":0},0,{"$f":"(DB62*DC62^3)/12","v":0},{"$f":"DD62*(DE62-DE65)^2","v":{"$error":"#DIV/0!"}},{"$f":"(DC62*DB62^3)/12","v":0}]
[null,null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IF(ISERROR(BI85),\"\",IFERROR(MIN($BI$90:$BI$91)*20,\"\"))","v":""},null,{"$f":"IF(ISERROR(BI85),\"\",IFERROR(MIN($BI$90:$BI$91),\"\"))","v":""},null,null,null,"Top Flange Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment to bring Composite Section at Positive Moment to First Yield:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM(CI56:CI62)","v":0},{"$f":"SUM(CJ56:CJ62)","v":0},"AREAnc",{"$f":"SUM(CL56:CL62)","v":0},{"$f":"SUM(CM56:CM62)","v":0},{"$f":"SUM(CN56:CN62)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(CO56:CO62)","v":0},"MOIync","SUMMATION","DEPTHnc",{"$f":"SUM(CS56:CS62)","v":0},{"$f":"SUM(CT56:CT62)","v":0},"AREAnc",{"$f":"SUM(CV56:CV62)","v":0},{"$f":"SUM(CW56:CW62)","v":0},{"$f":"SUM(CX56:CX62)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(CY56:CY62)","v":0},"MOIync","SUMMATION","DEPTHnc",{"$f":"SUM(DC56:DC62)","v":0},{"$f":"SUM(DD56:DD62)","v":0},"AREAnc",{"$f":"SUM(DF56:DF62)","v":0},{"$f":"SUM(DG56:DG62)","v":0},{"$f":"SUM(DH56:DH62)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(DI56:DI62)","v":0},"MOIync"]
[null,null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncb (in^3) =",{"$f":"CK$42","v":{"$error":"#DIV/0!"}},{"$f":"CU$42","v":{"$error":"#DIV/0!"}},{"$f":"DE$42","v":{"$error":"#DIV/0!"}},{"$f":"CL$42","v":{"$error":"#DIV/0!"}},{"$f":"CV$42","v":{"$error":"#DIV/0!"}},{"$f":"DF$42","v":{"$error":"#DIV/0!"}},{"$f":"CM$42","v":{"$error":"#DIV/0!"}},{"$f":"CW$42","v":{"$error":"#DIV/0!"}},{"$f":"DG$42","v":{"$error":"#DIV/0!"}},{"$f":"CN$42","v":{"$error":"#DIV/0!"}},{"$f":"CX$42","v":{"$error":"#DIV/0!"}},{"$f":"DH$42","v":{"$error":"#DIV/0!"}},{"$f":"CO$42","v":{"$error":"#DIV/0!"}},{"$f":"CY$42","v":{"$error":"#DIV/0!"}},{"$f":"DI$42","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,"SU4 Operating:",{"$f":"IF(ISERROR(BI109),\"\",IFERROR(MIN($BI$114:$BI$115),\"\"))","v":""},null,"TYPE 3:",null,{"$f":"IF(ISERROR(BI181),\"\",IFERROR(MIN($BI$186:$BI$187),\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MAX WIDTH",{"$f":"MAXA(CH56:CH62)","v":0},null,"Ybnc",{"$f":"CL63/CJ63","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"CM63+CN63","v":{"$error":"#DIV/0!"}},null,null,"MAX WIDTH",{"$f":"MAXA(CR56:CR62)","v":0},null,"Ybnc",{"$f":"CV63/CT63","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"CW63+CX63","v":{"$error":"#DIV/0!"}},null,null,"MAX WIDTH",{"$f":"MAXA(DB56:DB62)","v":0},null,"Ybnc",{"$f":"DF63/DD63","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"DG63+DH63","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,"SU5 Operating:",{"$f":"IF(ISERROR(BI121),\"\",IFERROR(MIN($BI$126:$BI$127),\"\"))","v":""},null,"TYPE 3S2:",null,{"$f":"IF(ISERROR(BI193),\"\",IFERROR(MIN($BI$198:$BI$199),\"\"))","v":""},null,null,null,"Top Cover Plate","Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcbn (in^3) =",{"$f":"CN$73","v":{"$error":"#DIV/0!"}},{"$f":"CX$73","v":{"$error":"#DIV/0!"}},{"$f":"DH$73","v":{"$error":"#DIV/0!"}},{"$f":"CN$102","v":{"$error":"#DIV/0!"}},{"$f":"CX$102","v":{"$error":"#DIV/0!"}},{"$f":"DH$102","v":{"$error":"#DIV/0!"}},{"$f":"CN$130","v":{"$error":"#DIV/0!"}},{"$f":"CX$130","v":{"$error":"#DIV/0!"}},{"$f":"DH$130","v":{"$error":"#DIV/0!"}},{"$f":"CN$158","v":{"$error":"#DIV/0!"}},{"$f":"CX$158","v":{"$error":"#DIV/0!"}},{"$f":"DH$158","v":{"$error":"#DIV/0!"}},{"$f":"CN$186","v":{"$error":"#DIV/0!"}},{"$f":"CX$186","v":{"$error":"#DIV/0!"}},{"$f":"DH$186","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,"SU6 Operating:",{"$f":"IF(ISERROR(BI133),\"\",IFERROR(MIN($BI$138:$BI$139),\"\"))","v":""},null,"TYPE 3-3:",null,{"$f":"IF(ISERROR(BI205),\"\",IFERROR(MIN($BI$210:$BI$211),\"\"))","v":""},null,null,null,null,"Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcb3n (in^3) =",{"$f":"CN$80","v":{"$error":"#DIV/0!"}},{"$f":"CX$80","v":{"$error":"#DIV/0!"}},{"$f":"DH$80","v":{"$error":"#DIV/0!"}},{"$f":"CN$109","v":{"$error":"#DIV/0!"}},{"$f":"CX$109","v":{"$error":"#DIV/0!"}},{"$f":"DH$109","v":{"$error":"#DIV/0!"}},{"$f":"CN$137","v":{"$error":"#DIV/0!"}},{"$f":"CX$137","v":{"$error":"#DIV/0!"}},{"$f":"DH$137","v":{"$error":"#DIV/0!"}},{"$f":"CN$165","v":{"$error":"#DIV/0!"}},{"$f":"CX$165","v":{"$error":"#DIV/0!"}},{"$f":"DH$165","v":{"$error":"#DIV/0!"}},{"$f":"CN$193","v":{"$error":"#DIV/0!"}},{"$f":"CX$193","v":{"$error":"#DIV/0!"}},{"$f":"DH$193","v":{"$error":"#DIV/0!"}},null,null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,null,null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,null,null,null,null,"Calculation of Transformed Composite Section Properties"]
[null,"€ - ",{"$f":"IFERROR(BJ102 & BJ103,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,null,"SU7 Operating:",{"$f":"IF(ISERROR(BI145),\"\",IFERROR(MIN($BI$150:$BI$151),\"\"))","v":""},null,"NRL:",null,{"$f":"IF(ISERROR(BI217),\"\",IFERROR(MIN($BI$222:$BI$223),\"\"))","v":""},null,null,null,"Bottom Cover Plate","Width (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Dead Loads (ksf)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"My = Sxcbn*Fy/12+ncDLMoment*(1-Sxcbn/Sxbnc)+compDLMoment(1-Sxcbn/Sxcb3n) (ft-k) =",{"$f":"BN66*$S$35/12+$AH$48*(1-BN66/BN64)+$AH$49*(1-BN66/BN67)","v":{"$error":"#DIV/0!"}},{"$f":"BO66*$S$35/12+$AH$48*(1-BO66/BO64)+$AH$49*(1-BO66/BO67)","v":{"$error":"#DIV/0!"}},{"$f":"BP66*$S$35/12+$AH$48*(1-BP66/BP64)+$AH$49*(1-BP66/BP67)","v":{"$error":"#DIV/0!"}},{"$f":"BQ66*$T$35/12+$AI$48*(1-BQ66/BQ64)+$AI$49*(1-BQ66/BQ67)","v":{"$error":"#DIV/0!"}},{"$f":"BR66*$T$35/12+$AI$48*(1-BR66/BR64)+$AI$49*(1-BR66/BR67)","v":{"$error":"#DIV/0!"}},{"$f":"BS66*$T$35/12+$AI$48*(1-BS66/BS64)+$AI$49*(1-BS66/BS67)","v":{"$error":"#DIV/0!"}},{"$f":"BT66*$W$35/12+$AJ$48*(1-BT66/BT64)+$AJ$49*(1-BT66/BT67)","v":{"$error":"#DIV/0!"}},{"$f":"BU66*$W$35/12+$AJ$48*(1-BU66/BU64)+$AJ$49*(1-BU66/BU67)","v":{"$error":"#DIV/0!"}},{"$f":"BV66*$W$35/12+$AJ$48*(1-BV66/BV64)+$AJ$49*(1-BV66/BV67)","v":{"$error":"#DIV/0!"}},{"$f":"BW66*$Y$35/12+$AK$48*(1-BW66/BW64)+$AK$49*(1-BW66/BW67)","v":{"$error":"#DIV/0!"}},{"$f":"BX66*$Y$35/12+$AK$48*(1-BX66/BX64)+$AK$49*(1-BX66/BX67)","v":{"$error":"#DIV/0!"}},{"$f":"BY66*$Y$35/12+$AK$48*(1-BY66/BY64)+$AK$49*(1-BY66/BY67)","v":{"$error":"#DIV/0!"}},{"$f":"BZ66*$AB$35/12+$AL$48*(1-BZ66/BZ64)+$AL$49*(1-BZ66/BZ67)","v":{"$error":"#DIV/0!"}},{"$f":"CA66*$AB$35/12+$AL$48*(1-CA66/CA64)+$AL$49*(1-CA66/CA67)","v":{"$error":"#DIV/0!"}},{"$f":"CB66*$AB$35/12+$AL$48*(1-CB66/CB64)+$AL$49*(1-CB66/CB67)","v":{"$error":"#DIV/0!"}},null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$S$21))+0.5)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$S$21))+0.5)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$S$21))+0.5)","v":{"$error":"#DIV/0!"}}]
[null,"¥ - ","Based on H-20 Rating",null,null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,"Thickness (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Self","Self OR","Fill","Wearing Surface","Misc. Loads",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top Flange (top fiber) Stress at First Yield Moment (ksi) =",{"$f":"12*$AH$48/CK$43+12*$AH$49/CN$79+(CI$63-CK$71)*((BN$70-(12*$AH$48/CK$43+12*$AH$49/CN$80))/CK$71)","v":{"$error":"#N/A"}},{"$f":"12*$AH$48/CU$43+12*$AH$49/CX$79+(CS$63-CU$71)*((BO$70-(12*$AH$48/CU$43+12*$AH$49/CX$80))/CU$71)","v":{"$error":"#N/A"}},{"$f":"12*$AH$48/DE$43+12*$AH$49/DH$79+(DC$63-DE$71)*((BP$70-(12*$AH$48/DE$43+12*$AH$49/DH$80))/DE$71)","v":{"$error":"#N/A"}},{"$f":"12*$AI$48/CL$43+12*$AI$49/CN$108+(CI$93-CK$100)*((BQ$70-(12*$AI$48/CL$43+12*$AI$49/CN$109))/CK$100)","v":{"$error":"#N/A"}},{"$f":"12*$AI$48/CV$43+12*$AI$49/CX$108+(CS$93-CU$100)*((BR$70-(12*$AI$48/CV$43+12*$AI$49/CX$109))/CU$100)","v":{"$error":"#N/A"}},{"$f":"12*$AI$48/DF$43+12*$AI$49/DH$108+(DC$93-DE$100)*((BS$70-(12*$AI$48/DF$43+12*$AI$49/DH$109))/DE$100)","v":{"$error":"#N/A"}},{"$f":"12*$AJ$48/CM$43+12*$AJ$49/CN$136+(CI$121-CK$128)*((BT$70-(12*$AJ$48/CM$43+12*$AJ$49/CN$137))/CK$128)","v":{"$error":"#N/A"}},{"$f":"12*$AJ$48/CW$43+12*$AJ$49/CX$136+(CS$121-CU$128)*((BU$70-(12*$AJ$48/CW$43+12*$AJ$49/CX$137))/CU$128)","v":{"$error":"#N/A"}},{"$f":"12*$AJ$48/DG$43+12*$AJ$49/DH$136+(DC$121-DE$128)*((BV$70-(12*$AJ$48/DG$43+12*$AJ$49/DH$137))/DE$128)","v":{"$error":"#N/A"}},{"$f":"12*$AK$48/CN$43+12*$AK$49/CN$164+(CI$149-CK$156)*((BW$70-(12*$AK$48/CN$43+12*$AK$49/CN$165))/CK$156)","v":{"$error":"#N/A"}},{"$f":"12*$AK$48/CX$43+12*$AK$49/CX$164+(CS$149-CU$156)*((BX$70-(12*$AK$48/CX$43+12*$AK$49/CX$165))/CU$156)","v":{"$error":"#N/A"}},{"$f":"12*$AK$48/DH$43+12*$AK$49/DH$164+(DC$149-DE$156)*((BY$70-(12*$AK$48/DH$43+12*$AK$49/DH$165))/DE$156)","v":{"$error":"#N/A"}},{"$f":"12*$AL$48/CO$43+12*$AL$49/CN$192+(CI$177-CK$184)*((BZ$70-(12*$AL$48/CO$43+12*$AL$49/CN$193))/CK$184)","v":{"$error":"#N/A"}},{"$f":"12*$AL$48/CY$43+12*$AL$49/CX$192+(CS$177-CU$184)*((CA$70-(12*$AL$48/CY$43+12*$AL$49/CX$193))/CU$184)","v":{"$error":"#N/A"}},{"$f":"12*$AL$48/DI$43+12*$AL$49/DH$192+(DC$177-DE$184)*((CB$70-(12*$AL$48/DI$43+12*$AL$49/DH$193))/DE$184)","v":{"$error":"#N/A"}},null,null,null,null,"SLAB",{"$f":"BN$9/CH68","v":{"$error":"#DIV/0!"}},{"$f":"$S$19","v":""},{"$f":"CH69*CI69","v":{"$error":"#DIV/0!"}},{"$f":"CK$5+CK$12+CK$14-$S$22+CI69/2","v":{"$error":"#VALUE!"}},{"$f":"CJ69*CK69","v":{"$error":"#DIV/0!"}},{"$f":"(CH69*CI69^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"CJ69*(CK69-CK71)^2","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"BO$9/CR68","v":{"$error":"#DIV/0!"}},{"$f":"$S$19","v":""},{"$f":"CR69*CS69","v":{"$error":"#DIV/0!"}},{"$f":"CU$5+CU$12+CU$14-$S$22+CS69/2","v":{"$error":"#VALUE!"}},{"$f":"CT69*CU69","v":{"$error":"#DIV/0!"}},{"$f":"(CR69*CS69^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"CT69*(CU69-CU71)^2","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"BP$9/DB68","v":{"$error":"#DIV/0!"}},{"$f":"$S$19","v":""},{"$f":"DB69*DC69","v":{"$error":"#DIV/0!"}},{"$f":"DE$5+DE$12+DE$14-$S$22+DC69/2","v":{"$error":"#VALUE!"}},{"$f":"DD69*DE69","v":{"$error":"#DIV/0!"}},{"$f":"(DB69*DC69^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"DD69*(DE69-DE71)^2","v":{"$error":"#DIV/0!"}}]
[null,"£ - ",{"$f":"IFERROR(BJ90 & BJ91,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,null,"EV2 Operating:",{"$f":"IF(ISERROR(BI157),\"\",IFERROR($BI$162,\"\"))","v":""},null,"EV3 Operating:",null,{"$f":"IF(ISERROR(BI169),\"\",IFERROR($BI$174,\"\"))","v":""},null,null,null,"Section Modulus, Sx (in^3):",null,{"$f":"IFERROR(IF($AZ$97<0,MIN($DE$42,$DE$43),MIN($DE$46,$DE$47)),\"\")","v":""},{"$f":"IFERROR(IF($BB$97<0,MIN($DF$42,$DF$43),MIN($DF$46,$DF$47)),\"\")","v":""},null,null,{"$f":"IFERROR(IF($BD$97<0,MIN($DG$42,$DG$43),MIN($DG$46,$DG$47)),\"\")","v":""},null,{"$f":"IFERROR(IF($BF$97<0,MIN($DH$42,$DH$43),MIN($DH$46,$DH$47)),\"\")","v":""},null,null,{"$f":"IFERROR(IF($BH$97<0,MIN($DI$42,$DI$43),MIN($DI$46,$DI$47)),\"\")","v":""},null,null,null,null,"Concrete Deck",{"$f":"IF($S$18=AG70,0.15*$S$19/12,IF($S$17=AG70,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($AH70=\"\",\"\",$S$23)","v":""},{"$f":"IF(OR($S$17=AG70,$S$18=AG70),$S$24,\"\")","v":""},{"$f":"IF(OR($S$17=AG70,$S$18=AG70),$S$25,\"\")","v":""},{"$f":"IF(OR($S$17=AG70,$S$18=AG70),$S$26,\"\")","v":""},"ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bott Flange (bottom fiber) Stress at First Yield Moment (ksi) =",{"$f":"$S$35","v":0},{"$f":"$S$35","v":0},{"$f":"$S$35","v":0},{"$f":"$T$35","v":0},{"$f":"$T$35","v":0},{"$f":"$T$35","v":0},{"$f":"$W$35","v":0},{"$f":"$W$35","v":0},{"$f":"$W$35","v":0},{"$f":"$Y$35","v":0},{"$f":"$Y$35","v":0},{"$f":"$Y$35","v":0},{"$f":"$AB$35","v":0},{"$f":"$AB$35","v":0},{"$f":"$AB$35","v":0},null,null,null,null,"SUMMATION","DEPTHc1n",{"$f":"CI63+CI69","v":{"$error":"#VALUE!"}},{"$f":"CJ63+CJ69","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"CL63+CL69","v":{"$error":"#DIV/0!"}},{"$f":"CM63+CM69","v":{"$error":"#DIV/0!"}},{"$f":"CN63+CN69+(CJ70-CJ69)*(CK71-CK65)^2","v":{"$error":"#DIV/0!"}},null,null,"SUMMATION","DEPTHc1n",{"$f":"CS63+CS69","v":{"$error":"#VALUE!"}},{"$f":"CT63+CT69","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"CV63+CV69","v":{"$error":"#DIV/0!"}},{"$f":"CW63+CW69","v":{"$error":"#DIV/0!"}},{"$f":"CX63+CX69+(CT70-CT69)*(CU71-CU65)^2","v":{"$error":"#DIV/0!"}},null,null,"SUMMATION","DEPTHc1n",{"$f":"DC63+DC69","v":{"$error":"#VALUE!"}},{"$f":"DD63+DD69","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"DF63+DF69","v":{"$error":"#DIV/0!"}},{"$f":"DG63+DG69","v":{"$error":"#DIV/0!"}},{"$f":"DH63+DH69+(DD70-DD69)*(DE71-DE65)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($S$17=\"No Deck Import\",$S$18=$AG$71),VLOOKUP($S$19,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($S$18=$AG$71,VLOOKUP($S$17,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($AH71=\"\",\"\",$S$23)","v":""},{"$f":"IF(OR($S$17=AG71,$S$18=AG71),$S$24,\"\")","v":""},{"$f":"IF(OR($S$17=AG71,$S$18=AG71),$S$25,\"\")","v":""},{"$f":"IF(OR($S$17=AG71,$S$18=AG71),$S$26,\"\")","v":""},"ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc (in) =",{"$f":"CI$63*BN$69/(BN$70+BN$69)-CK$12-CK$8","v":{"$error":"#N/A"}},{"$f":"CS$63*BO$69/(BO$70+BO$69)-CU$12-CU$8","v":{"$error":"#N/A"}},{"$f":"DC$63*BP$69/(BP$70+BP$69)-DE$12-DE$8","v":{"$error":"#N/A"}},{"$f":"CI$93*BQ$69/(BQ$70+BQ$69)-CL$12-CL$8","v":{"$error":"#N/A"}},{"$f":"CS$93*BR$69/(BR$70+BR$69)-CV$12-CV$8","v":{"$error":"#N/A"}},{"$f":"DC$93*BS$69/(BS$70+BS$69)-DF$12-DF$8","v":{"$error":"#N/A"}},{"$f":"CI$121*BT$69/(BT$70+BT$69)-CM$12-CM$8","v":{"$error":"#N/A"}},{"$f":"CS$121*BU$69/(BU$70+BU$69)-CW$12-CW$8","v":{"$error":"#N/A"}},{"$f":"DC$121*BV$69/(BV$70+BV$69)-DG$12-DG$8","v":{"$error":"#N/A"}},{"$f":"CI$149*BW$69/(BW$70+BW$69)-CN$12-CN$8","v":{"$error":"#N/A"}},{"$f":"CS$149*BX$69/(BX$70+BX$69)-CX$12-CX$8","v":{"$error":"#N/A"}},{"$f":"DC$149*BY$69/(BY$70+BY$69)-DH$12-DH$8","v":{"$error":"#N/A"}},{"$f":"CI$177*BZ$69/(BZ$70+BZ$69)-CO$12-CO$8","v":{"$error":"#N/A"}},{"$f":"CS$177*CA$69/(CA$70+CA$69)-CY$12-CY$8","v":{"$error":"#N/A"}},{"$f":"DC$177*CB$69/(CB$70+CB$69)-DI$12-DI$8","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,"Ybc",{"$f":"CL70/CJ70","v":{"$error":"#DIV/0!"}},null,"MOIxc",{"$f":"CM70+CN70","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Ybc",{"$f":"CV70/CT70","v":{"$error":"#DIV/0!"}},null,"MOIxc",{"$f":"CW70+CX70","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Ybc",{"$f":"DF70/DD70","v":{"$error":"#DIV/0!"}},null,"MOIxc",{"$f":"DG70+DH70","v":{"$error":"#DIV/0!"}}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Section:","Section 1","Section 2","Section 1","Section 2","Section 1","Section 2","Section 1","Section 2","Section 1","Section 2",null,null,null,null,"Compressed portion of top cover plate (AASHTO EQ. 10-127) (in) =",{"$f":"MINA((BN$88/MAXA(0.00001,BN$89))*CK$12,CK$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BO$88/MAXA(0.00001,BO$89))*CU$12,CU$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BP$88/MAXA(0.00001,BP$89))*DE$12,DE$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BQ$88/MAXA(0.00001,BQ$89))*CL$12,CL$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BR$88/MAXA(0.00001,BR$89))*CV$12,CV$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BS$88/MAXA(0.00001,BS$89))*DF$12,DF$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BT$88/MAXA(0.00001,BT$89))*CM$12,CM$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BU$88/MAXA(0.00001,BU$89))*CW$12,CW$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BV$88/MAXA(0.00001,BV$89))*DG$12,DG$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BW$88/MAXA(0.00001,BW$89))*CN$12,CN$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BX$88/MAXA(0.00001,BX$89))*CX$12,CX$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BY$88/MAXA(0.00001,BY$89))*DH$12,DH$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((BZ$88/MAXA(0.00001,BZ$89))*CO$12,CO$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((CA$88/MAXA(0.00001,CA$89))*CY$12,CY$12)","v":{"$error":"#VALUE!"}},{"$f":"MINA((CB$88/MAXA(0.00001,CB$89))*DI$12,DI$12)","v":{"$error":"#VALUE!"}},"<--measured from top of tcp, if any",null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM(CI85:CI91)","v":0},{"$f":"SUM(CJ85:CJ91)","v":0},"AREAnc",{"$f":"SUM(CL85:CL91)","v":0},{"$f":"SUM(CM85:CM91)","v":0},{"$f":"SUM(CN85:CN91)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(CO85:CO91)","v":0},"MOIync","SUMMATION","DEPTHnc",{"$f":"SUM(CS85:CS91)","v":0},{"$f":"SUM(CT85:CT91)","v":0},"AREAnc",{"$f":"SUM(CV85:CV91)","v":0},{"$f":"SUM(CW85:CW91)","v":0},{"$f":"SUM(CX85:CX91)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(CY85:CY91)","v":0},"MOIync","SUMMATION","DEPTHnc",{"$f":"SUM(DC85:DC91)","v":0},{"$f":"SUM(DD85:DD91)","v":0},"AREAnc",{"$f":"SUM(DF85:DF91)","v":0},{"$f":"SUM(DG85:DG91)","v":0},{"$f":"SUM(DH85:DH91)","v":{"$error":"#DIV/0!"}},{"$f":"SUM(DI85:DI91)","v":0},"MOIync"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Section Location:",{"$f":"IF($S$48=\"\",\"\",((AY92-1)*10+$S$48*10))","v":""},{"$f":"IF($S$60=\"\",\"\",((AZ92-1)*10+$S$60*10))","v":""},{"$f":"IF($T$48=\"\",\"\",((BA92-1)*10+$T$48*10))","v":""},{"$f":"IF($T$60=\"\",\"\",((BB92-1)*10+$T$60*10))","v":""},{"$f":"IF($W$48=\"\",\"\",((BC92-1)*10+$W$48*10))","v":""},{"$f":"IF($W$60=\"\",\"\",((BD92-1)*10+$W$60*10))","v":""},{"$f":"IF($Y$48=\"\",\"\",((BE92-1)*10+$Y$48*10))","v":""},{"$f":"IF($Y$60=\"\",\"\",((BF92-1)*10+$Y$60*10))","v":""},{"$f":"IF($AB$48=\"\",\"\",((BG92-1)*10+$AB$48*10))","v":""},{"$f":"IF($AB$60=\"\",\"\",((BH92-1)*10+$AB$60*10))","v":""},{"$f":"INDEX(AY94:BH94,1,MATCH(BI100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY94:BH94,1,MATCH(BJ100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY94:BH94,1,MATCH(BK100,AY100:BH100,0))","v":{"$error":"#N/A"}},null,"Compressed portion of top flange (AASHTO EQ. 10-127) (in) =",{"$f":"MAXA(0,MINA(((BN$88-BN$89*BN$93/MAXA(0.00001,CK$12))/BN$91)*CK$8,CK$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BO$88-BO$89*BO$93/MAXA(0.00001,CU$12))/BO$91)*CU$8,CU$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BP$88-BP$89*BP$93/MAXA(0.00001,DE$12))/BP$91)*DE$8,DE$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BQ$88-BQ$89*BQ$93/MAXA(0.00001,CL$12))/BQ$91)*CL$8,CL$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BR$88-BR$89*BR$93/MAXA(0.00001,CV$12))/BR$91)*CV$8,CV$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BS$88-BS$89*BS$93/MAXA(0.00001,DF$12))/BS$91)*DF$8,DF$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BT$88-BT$89*BT$93/MAXA(0.00001,CM$12))/BT$91)*CM$8,CM$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BU$88-BU$89*BU$93/MAXA(0.00001,CW$12))/BU$91)*CW$8,CW$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BV$88-BV$89*BV$93/MAXA(0.00001,DG$12))/BV$91)*DG$8,DG$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BW$88-BW$89*BW$93/MAXA(0.00001,CN$12))/BW$91)*CN$8,CN$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BX$88-BX$89*BX$93/MAXA(0.00001,CX$12))/BX$91)*CX$8,CX$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BY$88-BY$89*BY$93/MAXA(0.00001,DH$12))/BY$91)*DH$8,DH$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BZ$88-BZ$89*BZ$93/MAXA(0.00001,CO$12))/BZ$91)*CO$8,CO$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((CA$88-CA$89*CA$93/MAXA(0.00001,CY$12))/CA$91)*CY$8,CY$8))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((CB$88-CB$89*CB$93/MAXA(0.00001,DI$12))/CB$91)*DI$8,DI$8))","v":{"$error":"#VALUE!"}},"<--measured from top of tf",null,null,null,"MAX WIDTH",{"$f":"MAXA(CH85:CH91)","v":0},null,"Ybnc",{"$f":"CL93/CJ93","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"CM93+CN93","v":{"$error":"#DIV/0!"}},null,null,"MAX WIDTH",{"$f":"MAXA(CR85:CR91)","v":0},null,"Ybnc",{"$f":"CV93/CT93","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"CW93+CX93","v":{"$error":"#DIV/0!"}},null,null,"MAX WIDTH",{"$f":"MAXA(DB85:DB91)","v":0},null,"Ybnc",{"$f":"DF93/DD93","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"DG93+DH93","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Cu (k-ft)",{"$f":"IF(AY97<0,-BO$55,BO$129)","v":{"$error":"#N/A"}},{"$f":"IF(AZ97<0,-BP$55,BP$129)","v":{"$error":"#N/A"}},{"$f":"IF(BA97<0,-BR$55,BR$129)","v":{"$error":"#N/A"}},{"$f":"IF(BB97<0,-BS$55,BS$129)","v":{"$error":"#N/A"}},{"$f":"IF(BC97<0,-BU$55,BU$129)","v":{"$error":"#N/A"}},{"$f":"IF(BD97<0,-BV$55,BV$129)","v":{"$error":"#N/A"}},{"$f":"IF(BE97<0,-BX$55,BX$129)","v":{"$error":"#N/A"}},{"$f":"IF(BF97<0,-BY$55,BY$129)","v":{"$error":"#N/A"}},{"$f":"IF(BG97<0,-CA$55,CA$129)","v":{"$error":"#N/A"}},{"$f":"IF(BH97<0,-CB$55,CB$129)","v":{"$error":"#N/A"}},{"$f":"INDEX(AY95:BH95,1,MATCH(BI100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY95:BH95,1,MATCH(BJ100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY95:BH95,1,MATCH(BK100,AY100:BH100,0))","v":{"$error":"#N/A"}},null,"Dcp=Compressed portion of web (AASHTO EQ. 10-128) (in) =",{"$f":"MAXA(0,MINA(((BN$88-BN$89*BN$93/MAXA(0.00001,CK$12)-BN$91*BN$94/MAXA(0.00001,CK$8))/BN$92)*CK$6,CK$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BO$88-BO$89*BO$93/MAXA(0.00001,CU$12)-BO$91*BO$94/MAXA(0.00001,CU$8))/BO$92)*CU$6,CU$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BP$88-BP$89*BP$93/MAXA(0.00001,DE$12)-BP$91*BP$94/MAXA(0.00001,DE$8))/BP$92)*DE$6,DE$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BQ$88-BQ$89*BQ$93/MAXA(0.00001,CL$12)-BQ$91*BQ$94/MAXA(0.00001,CL$8))/BQ$92)*CL$6,CL$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BR$88-BR$89*BR$93/MAXA(0.00001,CV$12)-BR$91*BR$94/MAXA(0.00001,CV$8))/BR$92)*CV$6,CV$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BS$88-BS$89*BS$93/MAXA(0.00001,DF$12)-BS$91*BS$94/MAXA(0.00001,DF$8))/BS$92)*DF$6,DF$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BT$88-BT$89*BT$93/MAXA(0.00001,CM$12)-BT$91*BT$94/MAXA(0.00001,CM$8))/BT$92)*CM$6,CM$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BU$88-BU$89*BU$93/MAXA(0.00001,CW$12)-BU$91*BU$94/MAXA(0.00001,CW$8))/BU$92)*CW$6,CW$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BV$88-BV$89*BV$93/MAXA(0.00001,DG$12)-BV$91*BV$94/MAXA(0.00001,DG$8))/BV$92)*DG$6,DG$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BW$88-BW$89*BW$93/MAXA(0.00001,CN$12)-BW$91*BW$94/MAXA(0.00001,CN$8))/BW$92)*CN$6,CN$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BX$88-BX$89*BX$93/MAXA(0.00001,CX$12)-BX$91*BX$94/MAXA(0.00001,CX$8))/BX$92)*CX$6,CX$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BY$88-BY$89*BY$93/MAXA(0.00001,DH$12)-BY$91*BY$94/MAXA(0.00001,DH$8))/BY$92)*DH$6,DH$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((BZ$88-BZ$89*BZ$93/MAXA(0.00001,CO$12)-BZ$91*BZ$94/MAXA(0.00001,CO$8))/BZ$92)*CO$6,CO$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((CA$88-CA$89*CA$93/MAXA(0.00001,CY$12)-CA$91*CA$94/MAXA(0.00001,CY$8))/CA$92)*CY$6,CY$6))","v":{"$error":"#VALUE!"}},{"$f":"MAXA(0,MINA(((CB$88-CB$89*CB$93/MAXA(0.00001,DI$12)-CB$91*CB$94/MAXA(0.00001,DI$8))/CB$92)*DI$6,DI$6))","v":{"$error":"#VALUE!"}},"<--measured from top of w"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service Capacity Cserv (k-ft)",{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(AY97<0,-BO$123,BO$123),IF(AY97<0,-BO$123,BO$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(AZ97<0,-BP$123,BP$123),IF(AZ97<0,-BP$123,BP$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BA97<0,-BR$123,BR$123),IF(BA97<0,-BR$123,BR$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BB97<0,-BS$123,BS$123),IF(BB97<0,-BS$123,BS$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BC97<0,-BU$123,BU$123),IF(BC97<0,-BU$123,BU$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BD97<0,-BV$123,BV$123),IF(BD97<0,-BV$123,BV$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BE97<0,-BX$123,BX$123),IF(BE97<0,-BX$123,BX$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BF97<0,-BY$123,BY$123),IF(BF97<0,-BY$123,BY$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BG97<0,-CA$123,CA$123),IF(BG97<0,-CA$123,CA$124))","v":{"$error":"#N/A"}},{"$f":"IF(OR(UPPER(LEFT($S$20,1))=\"N\",$S$20=\"\"),IF(BH97<0,-CB$123,CB$123),IF(BH97<0,-CB$123,CB$124))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY96:BH96,1,MATCH(BI100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY96:BH96,1,MATCH(BJ100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY96:BH96,1,MATCH(BK100,AY100:BH100,0))","v":{"$error":"#N/A"}},null,"yt (in) =",{"$f":"SUM(BN$93:BN$95)","v":{"$error":"#VALUE!"}},{"$f":"SUM(BO$93:BO$95)","v":{"$error":"#VALUE!"}},{"$f":"SUM(BP$93:BP$95)","v":{"$error":"#VALUE!"}},{"$f":"SUM(BQ$93:BQ$95)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},"<--measured from top of tcp, if any, or tf",null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,null,null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,null,null,null,null,"Calculation of Transformed Composite Section Properties"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling M LL w/o IM (k-ft)",{"$f":"VLOOKUP(AY94,$AG$81:$AR$230,6,0)/12","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"INDEX(AY97:BH97,1,MATCH(BI100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY97:BH97,1,MATCH(BJ100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY97:BH97,1,MATCH(BK100,AY100:BH100,0))","v":{"$error":"#N/A"}},null,"yb (in) =",{"$f":"BN$77-BN$96","v":{"$error":"#VALUE!"}},{"$f":"BO$77-BO$96","v":{"$error":"#VALUE!"}},{"$f":"BP$77-BP$96","v":{"$error":"#VALUE!"}},{"$f":"BQ$77-BQ$96","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},"<--measured from bot of bcp, if any, or bf",null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$S$21))+0.5)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$S$21))+0.5)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$S$21))+0.5)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,18,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed M w/ IM (k-ft)",{"$f":"AY97*$AQ$41*$AQ$44","v":{"$error":"#N/A"}},{"$f":"AZ97*$AQ$41*$AQ$44","v":{"$error":"#N/A"}},{"$f":"BA97*$AR$41*$AR$44","v":{"$error":"#N/A"}},{"$f":"BB97*$AR$41*$AR$44","v":{"$error":"#N/A"}},{"$f":"BC97*$AS$41*$AS$44","v":{"$error":"#N/A"}},{"$f":"BD97*$AS$41*$AS$44","v":{"$error":"#N/A"}},{"$f":"BE97*$AT$41*$AT$44","v":{"$error":"#N/A"}},{"$f":"BF97*$AT$41*$AT$44","v":{"$error":"#N/A"}},{"$f":"BG97*$AU$41*$AU$44","v":{"$error":"#N/A"}},{"$f":"BH97*$AU$41*$AU$44","v":{"$error":"#N/A"}},{"$f":"INDEX(AY98:BH98,1,MATCH(BI100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY98:BH98,1,MATCH(BJ100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY98:BH98,1,MATCH(BK100,AY100:BH100,0))","v":{"$error":"#N/A"}},null,"Dp (in) =",{"$f":"IF(BN$96=0,BN$87,BN$78+BN$79+BN$96)","v":{"$error":"#VALUE!"}},{"$f":"IF(BO$96=0,BO$87,BO$78+BO$79+BO$96)","v":{"$error":"#VALUE!"}},{"$f":"IF(BP$96=0,BP$87,BP$78+BP$79+BP$96)","v":{"$error":"#VALUE!"}},{"$f":"IF(BQ$96=0,BQ$87,BQ$78+BQ$79+BQ$96)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,null,null,null,"SLAB",{"$f":"BQ$9/CH97","v":{"$error":"#DIV/0!"}},{"$f":"$S$19","v":""},{"$f":"CH98*CI98","v":{"$error":"#DIV/0!"}},{"$f":"CL$5+CL$12+CL$14-$S$22+CI98/2","v":{"$error":"#VALUE!"}},{"$f":"CJ98*CK98","v":{"$error":"#DIV/0!"}},{"$f":"(CH98*CI98^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"CJ98*(CK98-CK100)^2","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"BR$9/CR97","v":{"$error":"#DIV/0!"}},{"$f":"$S$19","v":""},{"$f":"CR98*CS98","v":{"$error":"#DIV/0!"}},{"$f":"CV$5+CV$12+CV$14-$S$22+CS98/2","v":{"$error":"#VALUE!"}},{"$f":"CT98*CU98","v":{"$error":"#DIV/0!"}},{"$f":"(CR98*CS98^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"CT98*(CU98-CU100)^2","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"BS$9/DB97","v":{"$error":"#DIV/0!"}},{"$f":"$S$19","v":""},{"$f":"DB98*DC98","v":{"$error":"#DIV/0!"}},{"$f":"DF$5+DF$12+DF$14-$S$22+DC98/2","v":{"$error":"#VALUE!"}},{"$f":"DD98*DE98","v":{"$error":"#DIV/0!"}},{"$f":"(DB98*DC98^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"DD98*(DE98-DE100)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-ft)",{"$f":"VLOOKUP(AY94,$AG$81:$AR$230,4,0)/12","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"INDEX(AY99:BH99,1,MATCH(BI100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY99:BH99,1,MATCH(BJ100,AY100:BH100,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY99:BH99,1,MATCH(BK100,AY100:BH100,0))","v":{"$error":"#N/A"}},null,"Centroid of Max Plastic Compressive Force in Steel (in) =",{"$f":"(BN$93^2*CK$11/2+(BN$93+BN$94/2)*BN$94*CK$7+(BN$96-BN$95/2)*BN$95*CK$6)/MAXA(0.00001,(BN$88/$S$35))","v":{"$error":"#VALUE!"}},{"$f":"(BO$93^2*CU$11/2+(BO$93+BO$94/2)*BO$94*CU$7+(BO$96-BO$95/2)*BO$95*CU$6)/MAXA(0.00001,(BO$88/$S$35))","v":{"$error":"#VALUE!"}},{"$f":"(BP$93^2*DE$11/2+(BP$93+BP$94/2)*BP$94*DE$7+(BP$96-BP$95/2)*BP$95*DE$6)/MAXA(0.00001,(BP$88/$S$35))","v":{"$error":"#VALUE!"}},{"$f":"(BQ$93^2*CL$11/2+(BQ$93+BQ$94/2)*BQ$94*CL$7+(BQ$96-BQ$95/2)*BQ$95*CL$6)/MAXA(0.00001,(BQ$88/$T$35))","v":{"$error":"#VALUE!"}},{"$f":"(BR$93^2*CV$11/2+(BR$93+BR$94/2)*BR$94*CV$7+(BR$96-BR$95/2)*BR$95*CV$6)/MAXA(0.00001,(BR$88/$T$35))","v":{"$error":"#VALUE!"}},{"$f":"(BS$93^2*DF$11/2+(BS$93+BS$94/2)*BS$94*DF$7+(BS$96-BS$95/2)*BS$95*DF$6)/MAXA(0.00001,(BS$88/$T$35))","v":{"$error":"#VALUE!"}},{"$f":"(BT$93^2*CM$11/2+(BT$93+BT$94/2)*BT$94*CM$7+(BT$96-BT$95/2)*BT$95*CM$6)/MAXA(0.00001,(BT$88/$W$35))","v":{"$error":"#VALUE!"}},{"$f":"(BU$93^2*CW$11/2+(BU$93+BU$94/2)*BU$94*CW$7+(BU$96-BU$95/2)*BU$95*CW$6)/MAXA(0.00001,(BU$88/$W$35))","v":{"$error":"#VALUE!"}},{"$f":"(BV$93^2*DG$11/2+(BV$93+BV$94/2)*BV$94*DG$7+(BV$96-BV$95/2)*BV$95*DG$6)/MAXA(0.00001,(BV$88/$W$35))","v":{"$error":"#VALUE!"}},{"$f":"(BW$93^2*CN$11/2+(BW$93+BW$94/2)*BW$94*CN$7+(BW$96-BW$95/2)*BW$95*CN$6)/MAXA(0.00001,(BW$88/$Y$35))","v":{"$error":"#VALUE!"}},{"$f":"(BX$93^2*CX$11/2+(BX$93+BX$94/2)*BX$94*CX$7+(BX$96-BX$95/2)*BX$95*CX$6)/MAXA(0.00001,(BX$88/$Y$35))","v":{"$error":"#VALUE!"}},{"$f":"(BY$93^2*DH$11/2+(BY$93+BY$94/2)*BY$94*DH$7+(BY$96-BY$95/2)*BY$95*DH$6)/MAXA(0.00001,(BY$88/$Y$35))","v":{"$error":"#VALUE!"}},{"$f":"(BZ$93^2*CO$11/2+(BZ$93+BZ$94/2)*BZ$94*CO$7+(BZ$96-BZ$95/2)*BZ$95*CO$6)/MAXA(0.00001,(BZ$88/$AB$35))","v":{"$error":"#VALUE!"}},{"$f":"(CA$93^2*CY$11/2+(CA$93+CA$94/2)*CA$94*CY$7+(CA$96-CA$95/2)*CA$95*CY$6)/MAXA(0.00001,(CA$88/$AB$35))","v":{"$error":"#VALUE!"}},{"$f":"(CB$93^2*DI$11/2+(CB$93+CB$94/2)*CB$94*DI$7+(CB$96-CB$95/2)*CB$95*DI$6)/MAXA(0.00001,(CB$88/$AB$35))","v":{"$error":"#VALUE!"}},"<--measured from top of tcp, if any, or tf",null,null,null,"SUMMATION","DEPTHc1n",{"$f":"CI93+CI98","v":{"$error":"#VALUE!"}},{"$f":"CJ93+CJ98","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"CL93+CL98","v":{"$error":"#DIV/0!"}},{"$f":"CM93+CM98","v":{"$error":"#DIV/0!"}},{"$f":"CN93+CN98+(CJ99-CJ98)*(CK100-CK94)^2","v":{"$error":"#DIV/0!"}},null,null,"SUMMATION","DEPTHc1n",{"$f":"CS93+CS98","v":{"$error":"#VALUE!"}},{"$f":"CT93+CT98","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"CV93+CV98","v":{"$error":"#DIV/0!"}},{"$f":"CW93+CW98","v":{"$error":"#DIV/0!"}},{"$f":"CX93+CX98+(CT99-CT98)*(CU100-CU94)^2","v":{"$error":"#DIV/0!"}},null,null,"SUMMATION","DEPTHc1n",{"$f":"DC93+DC98","v":{"$error":"#VALUE!"}},{"$f":"DD93+DD98","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"DF93+DF98","v":{"$error":"#DIV/0!"}},{"$f":"DG93+DG98","v":{"$error":"#DIV/0!"}},{"$f":"DH93+DH98+(DD99-DD98)*(DE100-DE94)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",{"$f":"IFERROR((ABS(AY95)-1.3*ABS(AY99))/(2.17*ABS(AY98)),\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY100:BH100)","v":0},{"$f":"_xlfn.MINIFS(AY100:BH100,AY97:BH97,\">0\")","v":0},{"$f":"_xlfn.MINIFS(AY100:BH100,AY97:BH97,\"<0\")","v":0},null,"Centroid of Max Plastic Tension Force in Steel (in) =",{"$f":"((MAXA(0,BN$78+BN$79-BN$98)+BN$97-CK$14/2)*CK$29+(MAXA(0,BN$78+BN$79-BN$98)+BN$97-CK$14-CK$9/2)*CK$26+(MAXA(0,BN$78+BN$79-BN$98)+BN$97-CK$14-CK$9-(BN$81-BN$95)/2)*(BN$81-BN$95)*CK$6+(MAXA(0,BN$78+BN$79-BN$98)+BN$97-CK$14-CK$9-BN$81-(CK$8-BN$94)/2)*(CK$8-BN$94)*CK$7+(MAXA(0,BN$78+BN$79-BN98)+(CK$12-BN$93)/2)*(CK$12-BN$93)*CK$11)/(CK$29+CK$26+(BN$81-BN$95)*CK$6+(CK$8-BN$94)*CK$7+(CK$12-BN$93)*CK$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BO$78+BO$79-BO$98)+BO$97-CU$14/2)*CU$29+(MAXA(0,BO$78+BO$79-BO$98)+BO$97-CU$14-CU$9/2)*CU$26+(MAXA(0,BO$78+BO$79-BO$98)+BO$97-CU$14-CU$9-(BO$81-BO$95)/2)*(BO$81-BO$95)*CU$6+(MAXA(0,BO$78+BO$79-BO$98)+BO$97-CU$14-CU$9-BO$81-(CU$8-BO$94)/2)*(CU$8-BO$94)*CU$7+(MAXA(0,BO$78+BO$79-BO98)+(CU$12-BO$93)/2)*(CU$12-BO$93)*CU$11)/(CU$29+CU$26+(BO$81-BO$95)*CU$6+(CU$8-BO$94)*CU$7+(CU$12-BO$93)*CU$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BP$78+BP$79-BP$98)+BP$97-DE$14/2)*DE$29+(MAXA(0,BP$78+BP$79-BP$98)+BP$97-DE$14-DE$9/2)*DE$26+(MAXA(0,BP$78+BP$79-BP$98)+BP$97-DE$14-DE$9-(BP$81-BP$95)/2)*(BP$81-BP$95)*DE$6+(MAXA(0,BP$78+BP$79-BP$98)+BP$97-DE$14-DE$9-BP$81-(DE$8-BP$94)/2)*(DE$8-BP$94)*DE$7+(MAXA(0,BP$78+BP$79-BP98)+(DE$12-BP$93)/2)*(DE$12-BP$93)*DE$11)/(DE$29+DE$26+(BP$81-BP$95)*DE$6+(DE$8-BP$94)*DE$7+(DE$12-BP$93)*DE$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BQ$78+BQ$79-BQ$98)+BQ$97-CL$14/2)*CL$29+(MAXA(0,BQ$78+BQ$79-BQ$98)+BQ$97-CL$14-CL$9/2)*CL$26+(MAXA(0,BQ$78+BQ$79-BQ$98)+BQ$97-CL$14-CL$9-(BQ$81-BQ$95)/2)*(BQ$81-BQ$95)*CL$6+(MAXA(0,BQ$78+BQ$79-BQ$98)+BQ$97-CL$14-CL$9-BQ$81-(CL$8-BQ$94)/2)*(CL$8-BQ$94)*CL$7+(MAXA(0,BQ$78+BQ$79-BQ98)+(CL$12-BQ$93)/2)*(CL$12-BQ$93)*CL$11)/(CL$29+CL$26+(BQ$81-BQ$95)*CL$6+(CL$8-BQ$94)*CL$7+(CL$12-BQ$93)*CL$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BR$78+BR$79-BR$98)+BR$97-CV$14/2)*CV$29+(MAXA(0,BR$78+BR$79-BR$98)+BR$97-CV$14-CV$9/2)*CV$26+(MAXA(0,BR$78+BR$79-BR$98)+BR$97-CV$14-CV$9-(BR$81-BR$95)/2)*(BR$81-BR$95)*CV$6+(MAXA(0,BR$78+BR$79-BR$98)+BR$97-CV$14-CV$9-BR$81-(CV$8-BR$94)/2)*(CV$8-BR$94)*CV$7+(MAXA(0,BR$78+BR$79-BR98)+(CV$12-BR$93)/2)*(CV$12-BR$93)*CV$11)/(CV$29+CV$26+(BR$81-BR$95)*CV$6+(CV$8-BR$94)*CV$7+(CV$12-BR$93)*CV$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BS$78+BS$79-BS$98)+BS$97-DF$14/2)*DF$29+(MAXA(0,BS$78+BS$79-BS$98)+BS$97-DF$14-DF$9/2)*DF$26+(MAXA(0,BS$78+BS$79-BS$98)+BS$97-DF$14-DF$9-(BS$81-BS$95)/2)*(BS$81-BS$95)*DF$6+(MAXA(0,BS$78+BS$79-BS$98)+BS$97-DF$14-DF$9-BS$81-(DF$8-BS$94)/2)*(DF$8-BS$94)*DF$7+(MAXA(0,BS$78+BS$79-BS98)+(DF$12-BS$93)/2)*(DF$12-BS$93)*DF$11)/(DF$29+DF$26+(BS$81-BS$95)*DF$6+(DF$8-BS$94)*DF$7+(DF$12-BS$93)*DF$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BT$78+BT$79-BT$98)+BT$97-CM$14/2)*CM$29+(MAXA(0,BT$78+BT$79-BT$98)+BT$97-CM$14-CM$9/2)*CM$26+(MAXA(0,BT$78+BT$79-BT$98)+BT$97-CM$14-CM$9-(BT$81-BT$95)/2)*(BT$81-BT$95)*CM$6+(MAXA(0,BT$78+BT$79-BT$98)+BT$97-CM$14-CM$9-BT$81-(CM$8-BT$94)/2)*(CM$8-BT$94)*CM$7+(MAXA(0,BT$78+BT$79-BT98)+(CM$12-BT$93)/2)*(CM$12-BT$93)*CM$11)/(CM$29+CM$26+(BT$81-BT$95)*CM$6+(CM$8-BT$94)*CM$7+(CM$12-BT$93)*CM$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BU$78+BU$79-BU$98)+BU$97-CW$14/2)*CW$29+(MAXA(0,BU$78+BU$79-BU$98)+BU$97-CW$14-CW$9/2)*CW$26+(MAXA(0,BU$78+BU$79-BU$98)+BU$97-CW$14-CW$9-(BU$81-BU$95)/2)*(BU$81-BU$95)*CW$6+(MAXA(0,BU$78+BU$79-BU$98)+BU$97-CW$14-CW$9-BU$81-(CW$8-BU$94)/2)*(CW$8-BU$94)*CW$7+(MAXA(0,BU$78+BU$79-BU98)+(CW$12-BU$93)/2)*(CW$12-BU$93)*CW$11)/(CW$29+CW$26+(BU$81-BU$95)*CW$6+(CW$8-BU$94)*CW$7+(CW$12-BU$93)*CW$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BV$78+BV$79-BV$98)+BV$97-DG$14/2)*DG$29+(MAXA(0,BV$78+BV$79-BV$98)+BV$97-DG$14-DG$9/2)*DG$26+(MAXA(0,BV$78+BV$79-BV$98)+BV$97-DG$14-DG$9-(BV$81-BV$95)/2)*(BV$81-BV$95)*DG$6+(MAXA(0,BV$78+BV$79-BV$98)+BV$97-DG$14-DG$9-BV$81-(DG$8-BV$94)/2)*(DG$8-BV$94)*DG$7+(MAXA(0,BV$78+BV$79-BV98)+(DG$12-BV$93)/2)*(DG$12-BV$93)*DG$11)/(DG$29+DG$26+(BV$81-BV$95)*DG$6+(DG$8-BV$94)*DG$7+(DG$12-BV$93)*DG$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BW$78+BW$79-BW$98)+BW$97-CN$14/2)*CN$29+(MAXA(0,BW$78+BW$79-BW$98)+BW$97-CN$14-CN$9/2)*CN$26+(MAXA(0,BW$78+BW$79-BW$98)+BW$97-CN$14-CN$9-(BW$81-BW$95)/2)*(BW$81-BW$95)*CN$6+(MAXA(0,BW$78+BW$79-BW$98)+BW$97-CN$14-CN$9-BW$81-(CN$8-BW$94)/2)*(CN$8-BW$94)*CN$7+(MAXA(0,BW$78+BW$79-BW98)+(CN$12-BW$93)/2)*(CN$12-BW$93)*CN$11)/(CN$29+CN$26+(BW$81-BW$95)*CN$6+(CN$8-BW$94)*CN$7+(CN$12-BW$93)*CN$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BX$78+BX$79-BX$98)+BX$97-CX$14/2)*CX$29+(MAXA(0,BX$78+BX$79-BX$98)+BX$97-CX$14-CX$9/2)*CX$26+(MAXA(0,BX$78+BX$79-BX$98)+BX$97-CX$14-CX$9-(BX$81-BX$95)/2)*(BX$81-BX$95)*CX$6+(MAXA(0,BX$78+BX$79-BX$98)+BX$97-CX$14-CX$9-BX$81-(CX$8-BX$94)/2)*(CX$8-BX$94)*CX$7+(MAXA(0,BX$78+BX$79-BX98)+(CX$12-BX$93)/2)*(CX$12-BX$93)*CX$11)/(CX$29+CX$26+(BX$81-BX$95)*CX$6+(CX$8-BX$94)*CX$7+(CX$12-BX$93)*CX$11)","v":{"$error":"#VALUE!"}},{"$f":"((MAXA(0,BY$78+BY$79-BY$98)+BY$97-DH$14/2)*DH$29+(MAXA(0,BY$78+BY$79-BY$98)+BY$97-DH$14-DH$9/2)*DH$26+(MAXA(0,BY$78+BY$79-BY$98)+BY$97-DH$14-DH$9-(BY$81-BY$95)/2)*(BY$81-BY$95)*DH$6+(MAXA(0,BY$78+BY$79-BY$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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-ft)",{"$f":"VLOOKUP(AY190,$AG$81:$AV$230,4,0)/12","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AZ190,$AG$81:$AV$230,4,0)/12","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"INDEX(AY195:BH195,1,MATCH(BI196,AY196:BH196,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY195:BH195,1,MATCH(BJ196,AY196:BH196,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY195:BH195,1,MATCH(BK196,AY196:BH196,0))","v":{"$error":"#N/A"}}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed M w/ IM (k-ft)",{"$f":"AY205*$AQ$41*$AQ$44","v":{"$error":"#N/A"}},{"$f":"AZ205*$AQ$41*$AQ$44","v":{"$error":"#N/A"}},{"$f":"BA205*$AR$41*$AR$44","v":{"$error":"#N/A"}},{"$f":"BB205*$AR$41*$AR$44","v":{"$error":"#N/A"}},{"$f":"BC205*$AS$41*$AS$44","v":{"$error":"#N/A"}},{"$f":"BD205*$AS$41*$AS$44","v":{"$error":"#N/A"}},{"$f":"BE205*$AT$41*$AT$44","v":{"$error":"#N/A"}},{"$f":"BF205*$AT$41*$AT$44","v":{"$error":"#N/A"}},{"$f":"BG205*$AU$41*$AU$44","v":{"$error":"#N/A"}},{"$f":"BH205*$AU$41*$AU$44","v":{"$error":"#N/A"}},{"$f":"INDEX(AY206:BH206,1,MATCH(BI208,AY208:BH208,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY206:BH206,1,MATCH(BJ208,AY208:BH208,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY206:BH206,1,MATCH(BK208,AY208:BH208,0))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-ft)",{"$f":"VLOOKUP(AY202,$AG$81:$AV$230,4,0)/12","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AZ202,$AG$81:$AV$230,4,0)/12","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"INDEX(AY207:BH207,1,MATCH(BI208,AY208:BH208,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY207:BH207,1,MATCH(BJ208,AY208:BH208,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY207:BH207,1,MATCH(BK208,AY208:BH208,0))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",{"$f":"IFERROR((ABS(AY203)-1.3*ABS(AY207))/(2.17*ABS(AY206)),\"\")","v":""},{"$f":"IFERROR((ABS(AZ203)-1.3*ABS(AZ207))/(2.17*ABS(AZ206)),\"\")","v":""},{"$f":"IFERROR((ABS(BA203)-1.3*ABS(BA207))/(2.17*ABS(BA206)),\"\")","v":""},{"$f":"IFERROR((ABS(BB203)-1.3*ABS(BB207))/(2.17*ABS(BB206)),\"\")","v":""},{"$f":"IFERROR((ABS(BC203)-1.3*ABS(BC207))/(2.17*ABS(BC206)),\"\")","v":""},{"$f":"IFERROR((ABS(BD203)-1.3*ABS(BD207))/(2.17*ABS(BD206)),\"\")","v":""},{"$f":"IFERROR((ABS(BE203)-1.3*ABS(BE207))/(2.17*ABS(BE206)),\"\")","v":""},{"$f":"IFERROR((ABS(BF203)-1.3*ABS(BF207))/(2.17*ABS(BF206)),\"\")","v":""},{"$f":"IFERROR((ABS(BG203)-1.3*ABS(BG207))/(2.17*ABS(BG206)),\"\")","v":""},{"$f":"IFERROR((ABS(BH203)-1.3*ABS(BH207))/(2.17*ABS(BH206)),\"\")","v":""},{"$f":"MIN(AY208:BH208)","v":0},{"$f":"_xlfn.MINIFS(AY208:BH208,AY205:BH205,\">0\")","v":0},{"$f":"_xlfn.MINIFS(AY208:BH208,AY205:BH205,\"<0\")","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Serviceable RF",{"$f":"IFERROR((ABS(AY204)-ABS(AY207))/(5*ABS(AY206)/3),\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY209:BH209)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",{"$f":"IFERROR((ABS(AY203)-1.3*ABS(AY207))/(1.3*ABS(AY206)),\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY210:BH210)","v":0},{"$f":"IF(BI210<=BI211,\"Strength Controls Ratings\",\"\")","v":"Strength Controls Ratings"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Serviceable RF",{"$f":"IFERROR(AY209*1.67,\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY211:BH211)","v":0},{"$f":"IF(BI211<BI210,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL","Span:",1,1,2,2,3,3,4,4,5,5,"Controlling LRs","Controlling Pos Mom","Controlling Neg Mom"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Cu (k-ft)",{"$f":"IF(AY217<0,-BO$55,BO$129)","v":{"$error":"#N/A"}},{"$f":"IF(AZ217<0,-BP$55,BP$129)","v":{"$error":"#N/A"}},{"$f":"IF(BA217<0,-BR$55,BR$129)","v":{"$error":"#N/A"}},{"$f":"IF(BB217<0,-BS$55,BS$129)","v":{"$error":"#N/A"}},{"$f":"IF(BC217<0,-BU$55,BU$129)","v":{"$error":"#N/A"}},{"$f":"IF(BD217<0,-BV$55,BV$129)","v":{"$error":"#N/A"}},{"$f":"IF(BE217<0,-BX$55,BX$129)","v":{"$error":"#N/A"}},{"$f":"IF(BF217<0,-BY$55,BY$129)","v":{"$error":"#N/A"}},{"$f":"IF(BG217<0,-CA$55,CA$129)","v":{"$error":"#N/A"}},{"$f":"IF(BH217<0,-CB$55,CB$129)","v":{"$error":"#N/A"}},{"$f":"INDEX(AY215:BH215,1,MATCH(BI220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY215:BH215,1,MATCH(BJ220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY215:BH215,1,MATCH(BK220,AY220:BH220,0))","v":{"$error":"#N/A"}}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling M LL w/o IM (k-ft)",{"$f":"VLOOKUP(AY214,$AG$81:$AV$230,16,0)/12","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AZ214,$AG$81:$AV$230,16,0)/12","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"INDEX(AY217:BH217,1,MATCH(BI220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY217:BH217,1,MATCH(BJ220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY217:BH217,1,MATCH(BK220,AY220:BH220,0))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed M w/ IM (k-ft)",{"$f":"AY217*$AQ$41*$AQ$44","v":{"$error":"#N/A"}},{"$f":"AZ217*$AQ$41*$AQ$44","v":{"$error":"#N/A"}},{"$f":"BA217*$AR$41*$AR$44","v":{"$error":"#N/A"}},{"$f":"BB217*$AR$41*$AR$44","v":{"$error":"#N/A"}},{"$f":"BC217*$AS$41*$AS$44","v":{"$error":"#N/A"}},{"$f":"BD217*$AS$41*$AS$44","v":{"$error":"#N/A"}},{"$f":"BE217*$AT$41*$AT$44","v":{"$error":"#N/A"}},{"$f":"BF217*$AT$41*$AT$44","v":{"$error":"#N/A"}},{"$f":"BG217*$AU$41*$AU$44","v":{"$error":"#N/A"}},{"$f":"BH217*$AU$41*$AU$44","v":{"$error":"#N/A"}},{"$f":"INDEX(AY218:BH218,1,MATCH(BI220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY218:BH218,1,MATCH(BJ220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY218:BH218,1,MATCH(BK220,AY220:BH220,0))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-ft)",{"$f":"VLOOKUP(AY214,$AG$81:$AV$230,4,0)/12","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AZ214,$AG$81:$AV$230,4,0)/12","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"INDEX(AY219:BH219,1,MATCH(BI220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY219:BH219,1,MATCH(BJ220,AY220:BH220,0))","v":{"$error":"#N/A"}},{"$f":"INDEX(AY219:BH219,1,MATCH(BK220,AY220:BH220,0))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",{"$f":"IFERROR((ABS(AY215)-1.3*ABS(AY219))/(2.17*ABS(AY218)),\"\")","v":""},{"$f":"IFERROR((ABS(AZ215)-1.3*ABS(AZ219))/(2.17*ABS(AZ218)),\"\")","v":""},{"$f":"IFERROR((ABS(BA215)-1.3*ABS(BA219))/(2.17*ABS(BA218)),\"\")","v":""},{"$f":"IFERROR((ABS(BB215)-1.3*ABS(BB219))/(2.17*ABS(BB218)),\"\")","v":""},{"$f":"IFERROR((ABS(BC215)-1.3*ABS(BC219))/(2.17*ABS(BC218)),\"\")","v":""},{"$f":"IFERROR((ABS(BD215)-1.3*ABS(BD219))/(2.17*ABS(BD218)),\"\")","v":""},{"$f":"IFERROR((ABS(BE215)-1.3*ABS(BE219))/(2.17*ABS(BE218)),\"\")","v":""},{"$f":"IFERROR((ABS(BF215)-1.3*ABS(BF219))/(2.17*ABS(BF218)),\"\")","v":""},{"$f":"IFERROR((ABS(BG215)-1.3*ABS(BG219))/(2.17*ABS(BG218)),\"\")","v":""},{"$f":"IFERROR((ABS(BH215)-1.3*ABS(BH219))/(2.17*ABS(BH218)),\"\")","v":""},{"$f":"MIN(AY220:BH220)","v":0},{"$f":"_xlfn.MINIFS(AY220:BH220,AY217:BH217,\">0\")","v":0},{"$f":"_xlfn.MINIFS(AY220:BH220,AY217:BH217,\"<0\")","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Serviceable RF",{"$f":"IFERROR((ABS(AY216)-ABS(AY219))/(5*ABS(AY218)/3),\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY221:BH221)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",{"$f":"IFERROR((ABS(AY215)-1.3*ABS(AY219))/(1.3*ABS(AY218)),\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY222:BH222)","v":0},{"$f":"IF(BI222<=BI223,\"Strength Controls Ratings\",\"\")","v":"Strength Controls Ratings"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Serviceable RF",{"$f":"IFERROR(AY221*1.67,\"\")","v":""},"","","","","","","","","",{"$f":"MIN(AY223:BH223)","v":0},{"$f":"IF(BI223<BI222,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":""}]

{"sheet":"Steel Girder (Simple) - GFS","index":9,"n_rows":218,"n_cols":69,"rows_kept":218,"cut":false,"hidden":true,"merged":[[14,45,17,45],[14,46,17,46],[14,47,17,47],[14,48,17,48],[14,49,17,49],[14,40,17,40],[14,41,17,41],[14,42,17,42],[14,43,17,43],[14,44,17,44],[94,34,95,34],[0,1,0,10],[1,1,1,10],[2,62,2,68],[4,61,9,61],[6,1,6,10],[6,18,6,20],[7,7,7,8],[7,19,7,20],[8,7,8,8],[9,7,9,8],[15,1,15,4],[15,6,15,10],[15,18,15,20],[15,23,15,25],[15,26,15,28],[10,7,10,8],[10,34,11,34],[11,7,11,10],[12,18,12,19],[13,1,13,10],[10,1,11,1],[10,2,11,4],[16,27,18,27],[16,28,18,28],[17,6,17,9],[16,19,16,20],[16,23,18,23],[16,24,18,24],[18,6,18,9],[16,6,16,8],[16,9,16,10],[21,18,21,19],[16,25,18,25],[16,26,18,26],[17,1,17,3],[16,1,16,3],[18,1,18,3],[27,1,27,3],[26,1,26,3],[19,6,19,9],[19,1,19,3],[20,6,20,9],[20,1,20,3],[26,6,26,9],[22,1,22,3],[24,6,24,10],[23,6,23,9],[22,6,22,7],[23,1,23,3],[25,6,25,8],[25,9,25,10],[24,1,24,3],[25,1,25,3],[27,6,27,8],[29,14,29,20],[35,6,35,9],[34,6,34,10],[32,6,32,8],[29,6,29,8],[33,6,33,8],[30,6,30,8],[21,1,21,3],[21,6,21,9],[27,9,27,10],[28,1,28,3],[36,6,36,9],[37,6,37,9],[29,1,29,4],[31,6,31,8],[63,6,63,10],[57,6,57,10],[58,6,58,8],[40,6,40,9],[41,1,41,10],[38,6,38,9],[39,6,39,9],[40,14,40,16],[71,1,72,10],[43,1,43,4],[43,6,43,10],[59,6,59,8],[60,6,60,10],[61,6,61,8],[69,7,69,8],[56,1,56,4],[67,7,67,8],[68,6,68,10],[64,7,64,8],[57,1,66,4],[65,7,65,8],[66,7,66,8],[62,6,62,8]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Simple Span Steel Girder (GFS)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lever Rule =","lever rule calc"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Module for Dead Loads Options",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Properties Input Options"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No Deck Import",null,null,null,null,"Determination of Controlling Moment Capacities & Rating Factors",null,null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,null,null,"Calculation of Non-Composite Stringer Properties",null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Corrugated Deck","Steel Plate","Steel Open Grid Deck","Timber Plank","Nail Laminated Timbers","Glue Laminated Timbers"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$11","v":"Concrete Deck"},null,null,null,null,"Effective Width of Concrete Slab (as per AASHTO 10.38.3):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Options","Deck Thickness (in):","Designation","Designation","Open Grid Depth (in):","Plank Depth (in):","Timber Depth (in):","Timber Depth (in):"]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$12","v":"Steel Deck"},null,null,null,null,"L/4 =",{"$f":"($E$18-$E$19)/4*12","v":0},"in",null,null,null,"****PUBLISHED ROLLED SECTION DIMENSIONS/PROPERTIES****",null,null,null,null,null,null,null,"****PUBLISHED ROLLED SECTION DIMENSIONS/PROPERTIES****",null,null,null,null,null,null,null,null,null,null,null,null,null,"f'c (ksi):","Weight of Corrugation (ksf):","Steel Plate Thickness (in):","Weight of Open Grid (ksf):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck Allowable Compressive Stress",null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$13","v":"Steel Deck (2)"},null,null,null,null,"Slab*12 =",{"$f":"IF($J$26=$O$32,$E$33*12,\"\")","v":""},"in",null,null,null,null,"Area","Depth","WEB","         FLANGE",null,"FILLET","                         M A J O R   A X I S",null,null,"              M I N O R   A X I S",null,null,null,null,null,null,null,null,null,null,null,"Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","  ","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,null,null,"Date Built","Compressive Stress",null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$14","v":"Timber Deck"},null,null,null,null,"Beam Spacing =",{"$f":"$E$21*12","v":0},"in",null,null,null,"Section","Section","Section","THK","WIDTH","THK","RADIUS","Moment of Inertia","Elastic Sect.","Plastic Sect.","Moment of","Elastic Sect.","Radius of",null,null,null,null,null,null,null,null,null,"Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","  "," "," "," "]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,"Before 1959 ",2.5,"KSI",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$15","v":"Timber Deck (2)"},null,null,null,null,"Effective Width =",{"$f":"MINA(AJ6:AJ8)","v":0},"in",null,null,null,"Designation",null,null,null,null,null,null,"Ix","Modulus, Sx","Modulus, Zx","Inertia, Ix","Modulus, Sx","Gyration, ry",null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "," "," "," "," "]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,"1959-1982",3,"KSI",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$16","v":0},null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in)","(in)","(in)","(in)","(in)","(in^4)","(in^3)","(in^3)","(in^4)","(in^3)","(in^4)",null,null,null,null,null,null,null,null,null,"Slab Embedment (in):"," "," "," "," "," "," "]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,"1982-1993",3.6,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.1, \"Compact Sections\"]:",null,null,null,null,null,{"$f":"$J$17","v":0},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,4)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,4,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,5)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,5,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,6)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,6,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,7)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,7,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,8)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,8,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,9)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,9,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,10)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,10,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,11)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,11,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,12)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,12,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,13)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,13,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,14)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,14,FALSE))","v":{"$error":"#N/A"}},{"$f":"IF(ISERR(VLOOKUP($AO$11,Rolled_Section_Data,15)),NA(),VLOOKUP($AO$11,Rolled_Section_Data,15,FALSE))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,"Stringer Descr:",null,null,null,null,null,null,null,null,null,null,null,"After 1993 ",4,"KSI"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Compressive Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<1959,T9,IF(VALUE($H$11)<1982,T10,IF(VALUE($H$11)<1993,T11,T12)))","v":4},null,null,null,null,null,null,null,null,null,null,null,null,null,"b' =",{"$f":"$K$20/2","v":0},"in"]
[null,"Girder Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tft =",{"$f":"$K$21","v":0},"in",null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled Section Depth (in)","Web Thick. (in)","Flange Width (in)","Top Flange Thick. (in)","Bottom Flange Thick. (in)","Fillet Radius (in)","Top Cover Plate Width (in)","Top Cover Plate Thick. (in)","Bot Cover Plate Width (in)","Bot Cover Plate Thick. (in)"]
[null,"DATA INPUT TABLE",null,null,null,null,"GIRDER PROPERTIES",null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"Structural Steel Allowable Yield Stress",null,null,null,null,"Single Lane",null,null,"2 or More Lanes",null,null,null,null,null,null,null,"D =",{"$f":"($K$18-$K$21-$K$22)","v":0},"in"]
[null,"Span ID:",null,null,null,null,"Standard Beam Designation:",null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$H$10","v":1},null,"Date Built","Yield Stress",null,null,null,"S/?","Use footnote f if S exceeds (ft)","Footnote f\nLLDF","S/?","Use footnote f if S exceeds (ft)","Footnote f\nS/?",null,null,null,null,null,"tw =",{"$f":"$K$19","v":0},"in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Deck","Timber Deck"]
[null,"Span Length (ft):",null,null,null,null,"Rolled Section Depth (in):",null,null,null,null,null,null,null,null,"ADTT =",{"$f":"$H$8*$H$9","v":0.5},null,"Before 1905 ",26,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$AX$27-$E$25-$K$21","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Thickness (in):","Designation","Timber Depth (in):"]
[null,"Span Bearing Length Deduct (ft):",null,null,null,null,"Web Thickness (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"1905-1936 ",30,"KSI",null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-93):",{"$f":"$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ19<=+$AL19,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2055/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ19<=+$AL19,1,0)","v":{"$error":"#DIV/0!"}},null,{"$f":"$K$18","v":0},{"$f":"$K$19","v":0},{"$f":"$K$20","v":0},{"$f":"$K$21","v":0},{"$f":"$K$22","v":0},{"$f":"$K$23","v":0},{"$f":"$E$24","v":0},{"$f":"$E$25","v":0},{"$f":"$E$26","v":0},{"$f":"$E$27","v":0},null,null,null,null,null,null,null,null,null,null,null,null," ","Weight of Corrugation (ksf):"," "]
[null,"Fy (ksi):",null,null,null,null,"Flange Width (in):",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.3,(1.3-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"1936-1963 ",33,"KSI",null,"Concrete Deck",7,10,{"$f":"IF(ISBLANK($Y20),0,IF($E$21>$Y20,1+($E$21-6)/$E$21,0))","v":0},5.5,14,{"$f":"IF(ISBLANK($AB20),0,IF($E$21>$AB20,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(E21>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"(AASHTO EQ. 10-94):",{"$f":"$AJ$16/$AJ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"19230/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill Weight (ksf):","Fill Weight (ksf):","Fill Weight (ksf):"]
[null,"Girder Spacing (ft):",null,null,null,null,"Top Flange Thickness (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.2,(1.2-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"After 1963 ",36,"KSI",null,"Steel Corrugated Deck",5.5,null,0,4.5,null,{"$f":"IF(ISBLANK($AB21),0,IF($E$21>$AB21,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(J28>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"3/4*(AASHTO EQ. 10-93):",{"$f":"$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"0.75*(2055/(1000*$E$20)^0.5)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "]
[null,"Misc. Comp Dead Load per Beam (k/ft):",null,null,null,null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.5,(1.5-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,"Recommended Design Yield Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<=1905,T18,IF(VALUE($H$11)<=1936,T19,IF(VALUE($H$11)<=1963,T20,T21)))","v":36},null,"Steel Plate ",5.5,null,0,4.5,null,{"$f":"IF(ISBLANK($AB22),0,IF($E$21>$AB22,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(E22>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"3/4*(AASHTO EQ. 10-94):",{"$f":"$AJ$16/$AJ$17","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"0.75*(19230/(1000*$E$20)^0.5)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****",null,null,null,null,null,null,"Slab Embedment (in):"," "," "]
[null,"Misc. Non-Comp Dead Load per Beam (k/ft):",null,null,null,null,"Compact Override (Y/N):",null,null,"Fillet Radius (in):",null,null,null,null,null,"Min lanes =",{"$f":"$K$8","v":1},null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IF($K$27>4,6,4.5)","v":4.5},{"$f":"IF($E$32>4,6,\"\")","v":""},0,{"$f":"IF($K$27>4,5,4)","v":4},{"$f":"IF($E$32>4,10.5,\"\")","v":""},{"$f":"IF(ISBLANK($AB23),0,IF($E$21>$AB23,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(E23>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"(AASHTO EQ. 10-95):",{"$f":"$AJ16/$AJ$17+9.35*$AJ$13/$AJ$14","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$f":"33650/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"AREA","AREA","AREA","AREA","AREA","AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR",null,null,null,null,"f'c (ksi):","Steel Deck Type"]
[null,"Top Cover Plate Width (in):",null,null,null,null,"Section Modulus (in^3):",null,null,null,{"$f":"IFERROR(MIN(BC27:BD27),\"\")","v":""},null,null,null,null,"EV2 Operating LL Factor Override =",{"$f":"K32","v":0},null,null,null,null,null,"Timber Plank",4,null,0,3.75,null,{"$f":"IF(ISBLANK($AB24),0,IF($E$21>$AB24,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(#REF!>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"(AASHTO EQ. 10-96):",{"$f":"IF(OR(AJ25=\"Timber Deck\",AJ25=\"Steel Open Grid Deck\"),(E29*12/BB27),0)","v":0},{"$error":"#DIV/0!"},{"$f":"(3.6-2.2*1)*10^6/(E20*1000)","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},null,"TOP","BOT","WEB","TOP","BOT","EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS"]
[null,"Top Cover Plate Thickness (in):",null,null,null,null,"LIVE LOAD FACTORS",null,null,null,null,null,null,null,null,"EV2 Operating LL Factor Override =",{"$f":"K33","v":0},null,null,null,null,null,"Nail Laminated Timbers",{"$f":"IF($K$27>6,5,4.5)","v":4.5},{"$f":"IF($E$32>6,5,\"\")","v":""},0,{"$f":"IF($K$27>6,4.25,4)","v":4},{"$f":"IF($E$32>6,6.5,\"\")","v":""},{"$f":"IF(ISBLANK($AB25),0,IF($E$21>$AB25,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(E30>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"Deck Type Used:",{"$f":"IF(E31=\"Timber Deck\",\"Timber Deck\",IF(E31=\"Concrete Deck\",\"Concrete Deck\",E32))","v":0},null,null,null,null,"FLANGE","FLANGE",null,"COV PLT","COV PLT","FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z"]
[null,"Bottom Cover Plate Width (in):",null,null,null,null,"Deck Type for LLDF:",null,null,null,null,null,{"$f":"IF(AND(E34=\"Y\",J26<>\"Concrete Deck\"),\"<<<DECK ERROR\",\"\")","v":""},null,null,"EV2 Operating LL Factor =",{"$f":"IF(Q24<>0,Q24,IF(Q23<2,1.3,IF(Q17=1,Q20,Q22)))","v":1.3},null,null,null,null,null,"Glue Laminated Timbers",{"$f":"IF($K$27>4,5.25,4.5)","v":4.5},{"$f":"IF($E$32>4,5.5,\"\")","v":""},0,{"$f":"IF($K$27>4,4.5,4)","v":4},{"$f":"IF($E$32>4,7,\"\")","v":""},{"$f":"IF(ISBLANK($AB26),0,IF($E$21>$AB26,1+($E$21-6)/$E$21+($E$21-4)/$E$21+IF(J26>10,($E$21-10)/$E$21,0),0))","v":0},null,null,null,null,null,"If above criteria is met then (Mu)nc = Fy*Z: ",{"$f":"IF($AM$19+$AM$20+AM24<3,\"CRITERIA CHECK NO GOOD\",IF(AND($AM$21+$AM$22=0,$AM$23=0), \"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\"))","v":{"$error":"#DIV/0!"}},null,null,null,null,"(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)"]
[null,"Bottom Cover Plate Thickness (in):",null,null,null,null,"Thickness of Deck (in):",null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(Q24<>0,Q24,IF(Q23<2,1.3,IF(Q17=1,Q19,Q21)))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ26=\"CRITERIA CHECK NO GOOD\",\"See Section Below\",\"(Mu)nc = Fy*Z:\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ26=\"CRITERIA CHECK OK\",AJ29*E20/12,\"NA\")","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,{"$f":"AQ19*AR19","v":0},{"$f":"AQ19*AS19","v":0},{"$f":"(AO19-AR19-AS19)*AP19","v":0},{"$f":"AU19*AV19","v":0},{"$f":"AW19*AX19","v":0},{"$f":"((AT19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(AO27:AS27)+4*AT27","v":0},{"$f":"((AT19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,AT27)","v":0},{"$f":"$AS$39","v":{"$error":"#DIV/0!"}},{"$f":"AX19+AO19+AV19-AW27","v":{"$error":"#DIV/0!"}},{"$f":"$AV$39","v":{"$error":"#DIV/0!"}},{"$f":"$AW$38","v":0},{"$f":"SQRT($AV$39/$AR$38)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($AW$38/$AR$38)","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AW$27","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AX$27","v":{"$error":"#DIV/0!"}},{"$f":"$AZ$27/($AP$39/2)","v":{"$error":"#DIV/0!"}},{"$f":"($AW$27-$AX$19/2)*$AS$27+($AW$27-$AX$19-$AS$19/2)*$AP$27+($AW$27-$AX$19-$AS$19-$AV$27)*2*$AT$27+((($AW$27-$AX$19-$AS$19)^2)/2)*$AP$19+((($AX$27-$AV$19-$AR$19)^2)/2)*$AP$19+($AX$27-$AV$19-$AR$19-$AV$27)*2*$AT$27+($AX$27-$AV$19-$AR$19/2)*$AO$27+($AX$27-$AV$19/2)*$AR$27","v":{"$error":"#DIV/0!"}}]
[null,"Bottom Flange Unbraced Length, Lb-b (ft):",null,null,{"$f":"E18-E19","v":0},null,"Girder Location:",null,null,"Interior",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fy = ",{"$f":"E20","v":0},"ksi"]
[null,"Top Flange Unbraced Length, Lb-t (ft):",null,null,{"$f":"E18-E19","v":0},null,null,null,null,"Calculated","Override",null,null,null,null,null,null,null,null,null,null,null,null,"Live Load Moments",null,null,null,null,"Deck Selected",{"$f":"E31","v":0},null,null,null,null,"Z =",{"$f":"$BF$27","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,"DECK INPUTS",null,null,null,null,"LLDF Calc = S /",null,null,{"$f":"IFERROR(IF($J$28=\"Exterior\",\"Exterior\",IF($K$8=1,IF($AD$46<$AC$46,VLOOKUP($J$26,$W$20:$AC$26,2,0),\"footnote f\"),IF($K$8>1,IF($AD$45<$AC$45,VLOOKUP($J$26,$W$20:$AC$26,5,0),\"footnote f\"),\"\"))),\"More info needed\")","v":"More info needed"},null,null,null,null,"Deck Dead Load Calc",null,null,null,null,null,null,null,null,"(Based on values from worksheets LIVE LOADS)",null,null,null,null,"LLDF Options",{"$f":"IF($AD$29=\"User Input Dead Loads\",W20,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W24,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W21,W20)))","v":"Concrete Deck"},null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,null,null,"Import Values from Defined Deck Module:",null,null,"LL Moment Distribution Factor:",null,null,{"$f":"IFERROR(IF($J$28 = \"Exterior\", $U$2,IF($K$8=1,MAX(AC46:AD46),MAX(AC45:AD45))),\"More info needed\")","v":"More info needed"},null,null,null,null,null,"Self","Self OR","Fill","Wearing","Misc Loads",null,null,null,null,null,null,null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W21,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W25,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W22,\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT COV PLT",{"$f":"$AW$19","v":0},{"$f":"$AX$19","v":0},{"$f":"$AP31*$AQ31","v":0},{"$f":"$AQ$31/2","v":0},{"$f":"$AR31*$AS31","v":0},{"$f":"(AP31*AQ31^3)/12","v":0},{"$f":"$AR31*($AS31-$AS$39)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ31*$AP31^3)/12","v":0}]
[null,null,null,"Deck Type:",{"$f":"IF($E$31=$AD$10,'User Input Dead Loads'!$E$17,IF($E$31=$AD$6,'Steel Deck'!E17,\"\"))","v":0},null,"EV2 Operating LL Factor:",null,null,{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q20,Q22))","v":1.3},null,null,null,null,"Concrete Deck",{"$f":"IF(E32=O32,0.15*$E$33/12,IF($E$31=O32,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($P32=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O32,$E$32=O32),$E$40,\"\")","v":""},"ksf",null,null,"HS Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,22)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,22)-VLOOKUP($E$18-$E$19,I_MOMTABLE,22))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W22,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),W26,IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),W23,\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AS$19","v":0},{"$f":"$AP32*$AQ32","v":0},{"$f":"$AS$31+$AQ$31/2+$AQ$32/2","v":0},0,{"$f":"(AP32*AQ32^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ32*$AP32^3)/12","v":0}]
[null,null,null,{"$f":"IF(OR(E32=\"Steel Corrugated Deck\",E32=\"Steel Open Grid Deck\"),\"Deck Designation:\",\"Deck Thickness (in):\")","v":"Deck Thickness (in):"},{"$f":"IF($E$31=$AD$5,'Concrete Deck'!$E$18,IF(AND($E$31=$AD$6,OR($E$32=$O$33,$E$32=$O$35)),'Steel Deck'!$E$18:$F$18,IF(AND($E$31=$AD$6,$E$32=$O$34),'Steel Deck'!$E$20,IF($E$31=$AD$8,'Timber Deck'!$E$19,IF($E$31=$AD$10,IF($E$32=$O$34,'User Input Dead Loads'!$E$19,'User Input Dead Loads'!$E$18),\"\")))))","v":0},null,"EV3 Operating LL Factor:",null,null,{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q19,Q21))","v":1.3},null,null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($E$31=\"No Deck Import\",$E$32=$O$33),VLOOKUP($E$33,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($E$32=$O$33,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($P33=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O33,$E$32=O33),$E$40,\"\")","v":""},"ksf",null,null,"H Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,23)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,23)-VLOOKUP($E$18-$E$19,I_MOMTABLE,23))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W23,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$31+$AQ$32+$AV$27","v":0},0,null,{"$error":"#DIV/0!"}]
[null,null,null,"Composite Action (Y/N):",null,null,"Impact Factor (I):",null,null,{"$f":"_xlfn.LET(_xlpm.LLDF, 1+(50/(($E$18-$E$19)+125)), IF(_xlpm.LLDF > 1.3, 1.3, _xlpm.LLDF))","v":1.3},null,null,null,null,"Steel Plate Deck",{"$f":"IF(E32=O34,0.49*$E$33/12,IF($E$32=$O$34,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($P34=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O34,$E$32=O34),$E$40,\"\")","v":""},"ksf",null,null,"Concrete Truck or 80-KIP Truck Moment (one line of wheels)=",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,21)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,21)-VLOOKUP($E$18-$E$19,I_MOMTABLE,21))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W24,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.2, \"Braced noncompact Sections\"]:",null,null,null,null,null,"WEB",{"$f":"$AP$19","v":0},{"$f":"$AO$19-$AQ$32-$AQ$36","v":0},{"$f":"$AP34*$AQ34","v":0},{"$f":"$AS$32+$AQ$32/2+$AQ$34/2","v":0},0,{"$f":"(AP34*AQ34^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ34*$AP34^3)/12","v":0}]
[null,null,null,"f'c (ksi):",null,null,"FLOORBEAM INPUTS",null,null,null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IFERROR(IF(AND($E$31=\"No Deck Import\",$E$32=$O$35),VLOOKUP($E$33,'Steel Deck'!$AM$28:$AY$35,4,FALSE),IF($E$32=$O$35,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($P35=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O35,$E$32=O35),$E$40,\"\")","v":""},"ksf",null,null,"SU4 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,25)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,25)-VLOOKUP($E$18-$E$19,I_MOMTABLE,25))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W25,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,null,"Fcr =",null,{"$f":"MIN(E20,((4400*AR19/AQ19)^2/1000))","v":{"$error":"#DIV/0!"}},null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$31+$AQ$32+$AQ$34-$AV$27","v":0},0,null,{"$error":"#DIV/0!"}]
[null,null,null,"Slab Embedment (in):",null,null,"Distance along Span to First Floorbeam (ft):",null,null,null,null,null,null,null,"Timber Deck",{"$f":"IF(E32=O36,0.05*$E$33/12,IF($E$31=$O$36,VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($P36=\"\",\"\",$E$37)","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$38,\"\")","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$39,\"\")","v":""},{"$f":"IF(OR($E$31=O36,$E$32=O36),$E$40,\"\")","v":""},"ksf",null,null,"SU5 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,26)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,26)-VLOOKUP($E$18-$E$19,I_MOMTABLE,26))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,{"$f":"IF($AD$29=\"User Input Dead Loads\",W26,IF(OR($AD$29=\"Timber Deck\",$AD$29=\"Timber Deck (2)\"),\"\",IF(OR($AD$29=\"Steel Deck\",$AD$29=\"Steel Deck (2)\"),\"\",\"\")))","v":""},null,null,null,null,"(AASHTO EQ. 10-100):",{"$f":"$AQ$19/$AR$19","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ36<=+$AL36,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},24,{"$f":"IF(+$AJ36<=+$AL36,1,0)","v":{"$error":"#DIV/0!"}},null,"TOP FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AR$19","v":0},{"$f":"$AP36*$AQ36","v":0},{"$f":"$AS$34+$AQ$34/2+$AQ$36/2","v":0},0,{"$f":"(AP36*AQ36^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ36*$AP36^3)/12","v":0}]
[null,null,null,"Deck Weight (ksf):",{"$f":"IFERROR(INDEX($P$32:$P$38,IFERROR(MATCH($E$31,$O$32:$O$38,0),MATCH($E$32,$O$32:$O$38,0))),0)","v":0},null,"Average Floorbeam Spacings (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,27)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,27)-VLOOKUP($E$18-$E$19,I_MOMTABLE,27))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-100b):",{"$f":"AJ16/AJ17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ37<=+$AL37,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},150,{"$f":"IF(+$AJ37<=+$AL37,1,0)","v":{"$error":"#DIV/0!"}},null,"TOP COV PLT",{"$f":"$AU$19","v":0},{"$f":"$AV$19","v":0},{"$f":"$AP37*$AQ37","v":0},{"$f":"$AS$36+$AQ$36/2+$AQ$37/2","v":0},0,{"$f":"(AP37*AQ37^3)/12","v":0},{"$error":"#DIV/0!"},{"$f":"($AQ37*$AP37^3)/12","v":0}]
[null,null,null,"Fill Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,4,0),0)","v":0},null,"Deck Dead Load (k):",null,null,null,{"$f":"'Steel Floorbeam'!AC97+'Steel Floorbeam'!AC121","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"SU7 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,28)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,28)-VLOOKUP($E$18-$E$19,I_MOMTABLE,28))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"If instead the criteria below is met then (Mu)nc = Fy*S: ",{"$f":"IF($AM$36+$AM$37<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($AQ$31:$AQ$37)","v":0},{"$f":"SUM($AR$31:$AR$37)","v":0},"AREAnc",{"$f":"SUM($AT$31:$AT$37)","v":0},{"$f":"SUM($AU$31:$AU$37)","v":0},{"$f":"SUM($AV$31:$AV$37)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($AW$31:$AW$37)","v":0},"MOIync"]
[null,null,null,"Wearing Surface Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,5,0),0)","v":0},null,"Stringers and Floorbeam Dead Load (k):",null,null,null,{"$f":"('Steel Floorbeam'!E29*'Steel Floorbeam'!E32)+('Steel Floorbeam'!J20*'Steel Floorbeam'!J21*'Steel Floorbeam'!J22+'Steel Floorbeam'!J25*'Steel Floorbeam'!J26*'Steel Floorbeam'!J27)/2","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"EV2 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,30)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,30)-VLOOKUP($E$18-$E$19,I_MOMTABLE,30))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"Unbraced length Lb-t =",{"$f":"IF(OR(AJ42=\"Timber Deck\",AJ42=\"Steel Open Grid Deck\"),(E29*12),0)","v":0},"in",null,null,null,"MAX WIDTH",{"$f":"MAXA(AP31:AP37)","v":0},null,"Ybnc",{"$f":"$AT$38/$AR$38","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$AU$38+$AV$38","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Misc. Loads (ksf):",{"$f":"IFERROR(VLOOKUP($E$31,'Dead Load Calcs and Tables'!$E$11:$J$16,6,0),0)","v":0},null,"Total Point Load to Girder per Floobeam (k):",null,null,null,{"$f":"IF(J28=\"Interior\", (K38+K39),(K38+K39)/2)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"EV3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,31)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,31)-VLOOKUP($E$18-$E$19,I_MOMTABLE,31))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-101):",{"$f":"AJ39","v":0},{"$f":"IF(+AJ40>+AL40,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"(20000000*AO27)/((AO19)*(E20*1000))","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ40>+AL40,0,1)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Girder Trib. Width for Deck Dead Loads (ft):",null,null,"Number of Point Loads Applied along Girder:",null,null,null,{"$f":"31-COUNTIF(S60:S90,0)","v":31},null,null,null,"Dead Load Moment",null,null,null,null,null,null,null,null,"T3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,33)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,33)-VLOOKUP($E$18-$E$19,I_MOMTABLE,33))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,null,null,"Overrides",null,null,null,null,{"$f":"IF(AM40,\"Section is Braced. Use 10.48.1 or 10.48.2 to calculate (Mu)nc\",\"Section is a Partially Braced Section.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF($AM$40<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}},null,null,null,null,"Calculation of Transformed Composite Section Properties",null,null,null,null,null,"Calculation of Transformed Composite Section Properties"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Deck",{"$f":"(IFERROR(VLOOKUP($E$32,$O$32:$T$36,3,0),VLOOKUP($E$31,$O$32:$T$36,3,0))+IFERROR(VLOOKUP($E$32,$O$32:$T$36,6,0),VLOOKUP($E$31,$O$32:$T$36,6,0)))*$E$41","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,"T3-S2 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,34)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,34)-VLOOKUP($E$18-$E$19,I_MOMTABLE,34))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,"Impact Factor =",{"$f":"IF($AD$42<>0,$AD$42,$J$34)","v":1.3},{"$f":"$K$34","v":0},null,null,null,null,"Deck Type Used:",{"$f":"IF(E31=\"Timber Deck\",\"Timber Deck\",IF(E31=\"Concrete Deck\",\"Concrete Deck\",E32))","v":0},null,null,null,null,"N:",{"$f":"TRUNC(29000000/((33*(150)^1.5)*SQRT(1000*$E$35))+0.5)","v":{"$error":"#DIV/0!"}}]
[]
[null,"Girder Capacity",null,null,null,null,"Live Load Moments (MLL)",null,null,null,null,null,null,null,"Beam",{"$f":"(($AR$38)/144)*0.49","v":0},"klf",null,null,null,null,null,null,"T3-3 =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,35)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,35)-VLOOKUP($E$18-$E$19,I_MOMTABLE,35))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,"Distribution Factor =",{"$f":"IF($AD$44<>0,$AD$44,IF($K$8=1,MAX(AC46:AD46),MAX(AC45:AD45)))","v":{"$error":"#N/A"}},{"$f":"K31","v":0},null,null,null,null,"Min of Fy*Sxt or Fcr*Sxc*Rb =",{"$f":"MIN((AL35*AJ86*BD27/12),(E20*BC27/12))","v":{"$error":"#DIV/0!"}},"in^3",{"$f":"IF(((AL35*AJ86*BD27/12)>(E20*BC27/12)),\"<<<Fcr*Sxc*Rb\",\"<<<Fy*Sxt\")","v":{"$error":"#DIV/0!"}},null,null,"SLAB",{"$f":"$AJ9/$AP$42","v":{"$error":"#DIV/0!"}},{"$f":"$E$33","v":0},{"$f":"$AP$44*$AQ$44","v":{"$error":"#DIV/0!"}},{"$f":"$AO$19+$AV$19+$AX$19-$E$36+$AQ$44/2","v":0},{"$f":"$AR$44*$AS$44","v":{"$error":"#DIV/0!"}},{"$f":"($AP$44*$AQ$44^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"$AR44*($AS44-$AS$46)^2","v":{"$error":"#DIV/0!"}}]
[null,"CU = ",null,{"$f":"IFERROR((AJ147),\"\")","v":""},"k-ft",null,"Distributed Live Loads",null,null,null,null,null,null,null,"Misc Non-Comp Dead Load on Stringer",{"$f":"$E$23","v":0},"klf",null,null,null,null,null,null,"NRL =",{"$f":"(VLOOKUP($E$18-$E$19,I_MOMTABLE,32)+(VLOOKUP($E$18-$E$19+1,I_MOMTABLE,32)-VLOOKUP($E$18-$E$19,I_MOMTABLE,32))*($E$18-$E$19-INT($E$18-$E$19)))/2","v":0},"ft-k",null,"Distribution Factor (multi-lane)=",{"$f":"IF($J$28=\"Exterior\",\"\",$E$21/VLOOKUP($J$26,$W$20:$AC$26,5,0))","v":{"$error":"#N/A"}},{"$f":"IF($J$28=\"Exterior\",\"\",VLOOKUP($J$26,$W$20:$AC$26,7,0))","v":{"$error":"#N/A"}},null,null,null,null,"Controlling Mu (section 10.48.2) =",{"$f":"AJ44","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,"SUMMATION","DEPTHc1n",{"$f":"$AQ$38+$AQ$44","v":0},{"$f":"$AR$38+$AR$44","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"$AT$38+$AT$44","v":{"$error":"#DIV/0!"}},{"$f":"$AU$38+$AU$44","v":{"$error":"#DIV/0!"}},{"$f":"$AV$38+$AV44+($AR45-$AR44)*($AS46-$AS$39)^2","v":{"$error":"#DIV/0!"}}]
[null,"Cserv = ",null,{"$f":"IFERROR((AJ148),\"\")","v":""},"k-ft",null,null,null,"k-ft",null,"k-ft",null,null,null,"Misc Comp Dead Load on Stringer",{"$f":"$E$22","v":0},"klf",null,null,null,null,null,null,null,null,null,null,"Distribution Factor (single-lane)=",{"$f":"IF($J$28=\"Exterior\",\"\",$E$21/VLOOKUP($J$26,$W$20:$AC$26,2,0))","v":{"$error":"#N/A"}},{"$f":"IF($J$28=\"Exterior\",\"\",VLOOKUP($J$26,$W$20:$AC$26,4,0))","v":{"$error":"#N/A"}},null,null,null,null,"Is interpolation needed?",{"$f":"IF(AL48=\"<<<Interpolate\",\"Yes\",\"No\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Ybc",{"$f":"$AT$45/$AR$45","v":{"$error":"#DIV/0!"}},null,"MOIxc",{"$f":"$AU$45+$AV$45","v":{"$error":"#DIV/0!"}}]
[null,"Dead Load Moments (MDL)",null,null,null,null,null,"MLL HS:",{"$f":"IFERROR((AC47),\"\")","v":""},"MLL T3:",{"$f":"IFERROR((AC56),\"\")","v":""},null,null,null,"Fill/Wearing Surface",{"$f":"(IFERROR(VLOOKUP($E$32,$O$32:$T$36,4,0),VLOOKUP($E$31,$O$32:$T$36,4,0))+IFERROR(VLOOKUP($E$32,$O$32:$T$36,5,0),VLOOKUP($E$31,$O$32:$T$36,5,0)))*$E$41","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,null,null,null,null,"Distributed HS LL+I Moment =",{"$f":"Y32*AC$42*AC$44","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,"Fy * Z =",{"$f":"$BF$27*E20/12","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,null,null,null,"Sxctn",{"$f":"$AV$46/($AQ$45-$AS$46)","v":{"$error":"#DIV/0!"}}]
[null,"MDL = (1/8) * wDL * L2",null,null,"k-ft",null,null,"MLL H:",{"$f":"IFERROR((AC48),\"\")","v":""},"MLL T3S2:",{"$f":"IFERROR((AC57),\"\")","v":""},null,null,null,"Total",{"$f":"P42+P44+P45+P46+P47","v":{"$error":"#N/A"}},"klf",null,null,null,null,null,null,null,null,null,null,"Distributed H, LL+I Moment =",{"$error":"#N/A"},"ft-k",null,null,null,null,{"$f":"IF(AND((AM36+AM37+AM40=3),AL48=\"<<<Interpolate\",AJ26=\"CRITERIA CHECK NO GOOD\"),\"Interpolation between Fy*Z and Fy*Sxc or Fcr*Sxc*Rb=\",IF(AJ26=\"CRITERIA CHECK OK\",\"Compact, See Section Above\",IF(AM37=0,\"See Section Below\",IF(AM36+AM37+AM40=3,\"Fy * Z =\",IF(AM40=0,\"See Section Below\",\"See Section Below\")))))","v":{"$error":"#DIV/0!"}},{"$f":"IF(AI48=\"Interpolation between Fy*Z and Fy*Sxc or Fcr*Sxc*Rb=\",((AJ47-(AJ47-AJ44)*(AJ36-(4110/(E20*1000)^(1/2)))/(AL36-(4110/(E20*1000)^(1/2))))),IF(AI48=\"Min of Fy*Sxt or Fcr*Sxc*Rb =\",AJ44,IF(AI48=\"Fy * Z =\",AJ47,\"NA\")))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(AND((AJ36>(4110/(E20*1000)^(1/2))),AJ36<=24,AM36+AM37+AM40=3),\"<<<Interpolate\",\"\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,"Sxcbn",{"$f":"$AV$46/($AS$46)","v":{"$error":"#DIV/0!"}}]
[null,"Mdeck =",null,null,{"$f":"IFERROR((($P$42)*($E$18-$E$19)^2/8),\"\")","v":""},null,null,"MLL SU4:",{"$f":"IFERROR((AC50),\"\")","v":""},"MLL T3-3:","",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed Concrete Truck or 80-KIP Truck LL+I Moment =",{"$error":"#N/A"},"ft-k",null,null,null,null,{"$f":"IF(AL48=\"<<<Interpolate\",\"Controlling Mu (section 10.48.3) =\",AI45)","v":{"$error":"#DIV/0!"}},{"$f":"IF(E34=\"Y\",\"N/A\",IF(AJ26=\"CRITERIA CHECK OK\",\"N/A\",IF(AL48=\"<<<Interpolate\",AJ48,AJ45)))","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,"Mbeam =",null,null,{"$f":"IFERROR((($P$44)*($E$18-$E$19)^2/8),\"\")","v":0},null,null," MLL SU5:",{"$f":"IFERROR((AC51),\"\")","v":""},"MLL NRL:","",null,null,null,"Moments from Floorbeams",{"$f":"S91","v":{"$error":"#DIV/0!"}},"k-ft",null,null,null,null,null,null,null,null,null,null,"SU4 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,null,null,"3*N:",{"$f":"3*$AP$42","v":{"$error":"#DIV/0!"}}]
[null,"Mmisc comp DL =",null,null,{"$f":"IFERROR((($P$46)*($E$18-$E$19)^2/8),\"\")","v":0},null,null,"MLL SU6:",{"$f":"IFERROR((AC52),\"\")","v":""},"MLL EV2:",{"$f":"IFERROR((AC54),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5 =",{"$error":"#N/A"},"ft-k",null,null,null,null,"Check Lateral Bracing requirements [per AASHTO 16th Edition (1996), Article 10.48.4]:",null,null,null,null,null,"SLAB",{"$f":"$AJ9/$AP$50","v":{"$error":"#DIV/0!"}},{"$f":"$E$33","v":0},{"$f":"$AP$51*$AQ$51","v":{"$error":"#DIV/0!"}},{"$f":"$AO$19+$AV$19+$AX$19-$E$36+$AQ$51/2","v":0},{"$f":"$AR$51*$AS$51","v":{"$error":"#DIV/0!"}},{"$f":"($AP$51*$AQ$51^3)/12","v":{"$error":"#DIV/0!"}},{"$f":"$AR51*($AS51-$AS$53)^2","v":{"$error":"#DIV/0!"}}]
[null,"Mmisc non-comp DL =",null,null,{"$f":"IFERROR((($P$45)*($E$18-$E$19)^2/8),\"\")","v":0},null,null,"MLL SU7:",{"$f":"IFERROR((AC53),\"\")","v":""},"MLL EV3:",{"$f":"IFERROR((AC55),\"\")","v":""},null,null,null,"Noncomposite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),(P42+P44+P45+P46+P47)*($E$18-$E$19)^2/8+$P$50,(P42+P44+P45)*($E$18-$E$19)^2/8)","v":{"$error":"#N/A"}},"k-ft",null,null,null,null,null,null,null,null,null,null,"SU6 =",{"$error":"#N/A"},"ft-k",null,null,null,null," Lateral bracing (AASHTO EQ. 10-103a) Mu = Mr*Rb:",null,null,null,null,null,"SUMMATION","DEPTHc3n",{"$f":"$AQ$38+$AQ$51","v":0},{"$f":"$AR$38+$AR$51","v":{"$error":"#DIV/0!"}},"AREAc",{"$f":"$AT$38+$AT$51","v":{"$error":"#DIV/0!"}},{"$f":"$AU$38+$AU$51","v":{"$error":"#DIV/0!"}},{"$f":"$AV$38+$AV51+($AR52-$AR51)*($AS53-$AS$39)^2","v":{"$error":"#DIV/0!"}}]
[null,"Mfill/wearing surface =",null,null,{"$f":"IFERROR((($P$47)*($E$18-$E$19)^2/8),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Composite Dead Load Moment",{"$f":"IF(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),0,(P46+P47)*($E$18-$E$19)^2/8+$P$50)","v":0},"k-ft",null,null,null,null,null,null,null,null,null,null,"SU7 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,null,null,null,null,null,null,null,null,"Ybc",{"$f":"$AT$52/$AR$52","v":{"$error":"#DIV/0!"}},null,"MOIxsc",{"$f":"$AU$52+$AV$52","v":{"$error":"#DIV/0!"}}]
[null,"Mfloorbeam (Point Loads) =",null,null,{"$f":"IFERROR(S91,0)","v":0},null,null,null,null,null,null,null,null,null,"Total Dead Load Moment",{"$f":"P52+P53","v":{"$error":"#N/A"}},"k-ft",null,null,null,null,null,null,null,null,null,null,"EV2 =",{"$error":"#N/A"},"ft-k",null,null,null,null,"(AASHTO 10.48.4.1) Iyc/Iy",{"$f":"(2*AR19*((AQ19/2)^3)/3)/AZ27","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ54>=+AL54,\">=\",\"<\")","v":{"$error":"#DIV/0!"}},0.1,{"$f":"IF(+AJ54>=+AL54,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Sxct3n",{"$f":"$AV$53/($AQ$52-$AS$53)","v":{"$error":"#DIV/0!"}}]
[null,"MDL =",null,null,{"$f":"IFERROR((SUM(E49:E54)),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,{"$f":"(2*AR19*((AQ19/2)^3)/3)/AZ27","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ55<=+AL55,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},0.9,{"$f":"IF(+AJ55<=+AL55,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Sxcb3n",{"$f":"$AV$53/($AS$53)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Girder Span Length (ft):",{"$f":"$E$18","v":0},null,null,"Distance to first Floorbeam (ft):",{"$f":"K36","v":0},null,"Remaining Distance (ft):",{"$f":"P56-T57","v":{"$error":"#DIV/0!"}},null,null,null,null,"T3 =",{"$error":"#N/A"},"ft-k",null,null,null,null,null,{"$f":"IF(OR($AM$54<1,$AM$55<1),\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"Number of Floorbeams:",{"$f":"IF(AND(K36>0,K36<=E18,K37=0),1,(ROUNDDOWN(((P56-K36)/K37),0)+1))","v":{"$error":"#DIV/0!"}},null,null,"Distance to Last Floorbeam (ft):",{"$f":"(((ROUNDDOWN(((P56-K36)/K37),0))*K37+K36))","v":{"$error":"#DIV/0!"}},null,"Midspan (ft):",{"$f":"P56/2","v":0},null,null,null,null,"T3-S2 =",{"$error":"#N/A"},"ft-k",null,null,null,null,"Check Dc <= D/2:",{"$f":"AJ18","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ57<=+AL57,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ16/2","v":0},{"$f":"IF(+AJ57<=+AL57,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,"Floorbeam Locations","Min Dist from End (ft):","Point Loads","MFloorbeam",null,null,null,null,null,null,null,null,"T3-3 =",{"$f":"Y44*AC$42*AC$44","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,"λ:",{"$f":"IF(AM57,15400,12500)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((MIN(AJ150:AJ151))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ150:AJ151)),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NRL =",{"$f":"Y45*AC$42*AC$44","v":{"$error":"#N/A"}},"ft-k",null,null,null,null,"Sxc:",{"$f":"IF(E34=\"Y\",\"NA\",BD27)","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((MIN(AJ152:AJ153))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ152:AJ153)),\"\")","v":""},null,null,null,1,{"$f":"K36","v":0},{"$f":"IF(O60>$P$57,0,IF(P60>$P$56,0,IF(P60>$P$56/2,$P$56-P60,P60)))","v":{"$error":"#DIV/0!"}},{"$f":"$K$40","v":0},{"$f":"IF(O60>$P$57,0,(R60*Q60*$W$57/$P$56))","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lp :",{"$f":"9500*AJ61/(SQRT(E20*1000))","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,2,{"$f":"K36+K37","v":0},{"$f":"IF(O61>$P$57,0,IF(P61>$P$56,0,IF(P61>$P$56/2,$P$56-P61,P61)))","v":{"$error":"#DIV/0!"}},{"$f":"$K$40","v":0},{"$f":"IF(O61>$P$57,0,(R61*Q61*$W$57/$P$56))","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Radius of gyration of compression flange about the vertical axis in the plane of the web r':",{"$f":"SQRT(AJ62/AO27)","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((MIN(AJ155:AJ156))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ155:AJ156)),\"\")","v":""},null,null,null,3,{"$f":"P61+$K$37","v":0},{"$error":"#DIV/0!"},{"$f":"$K$40","v":0},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment of inetia of compression flange about the vertical axis in the plane of the web, Iyc:",{"$f":"(2*AR19*((AQ19/2)^3)/3)","v":0},"in4"]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((MIN(AJ157:AJ158))*20,\"\")","v":""},{"$f":"IFERROR((MIN(AJ157:AJ158)),\"\")","v":""},null,null,null,4,{"$f":"P62+$K$37","v":0},{"$error":"#DIV/0!"},{"$f":"$K$40","v":0},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"d:",{"$f":"AO19+AV19+AX19","v":0},"in"]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,5,{"$f":"P63+$K$37","v":0},{"$error":"#DIV/0!"},{"$f":"$K$40","v":0},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lr",{"$f":"IF(E34=\"Y\",\"NA\",((572*(10^6)*AJ62*AJ63)/((E20*1000)*AJ59))^(1/2))","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR(MIN(AJ172:AJ173),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,3,FALSE),2),\"\")","v":""},null,null,null,0,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," J:",{"$f":"((AQ19*AR19^3)+(AQ19*AS19^3)+(AJ16*AJ17^3))/3","v":0},"in4"]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR(MIN(AJ177:AJ178),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,4,FALSE),2),\"\")","v":""},null,null,null,6,{"$f":"P64+$K$37","v":0},{"$error":"#DIV/0!"},{"$f":"$K$40","v":0},{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cb = ",1]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR(MIN(AJ182:AJ183),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,5,FALSE),2),\"\")","v":""},null,null,null,7,{"$f":"P66+$K$37","v":0},{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ67=E28*12,\"Bottom Flange Unbraced Length, Lb-b (ft) =\",\"Top Flange Unbraced Length, Lb-b (ft) =\")","v":"Bottom Flange Unbraced Length, Lb-b (ft) ="},{"$f":"MAX(E28:E29)*12","v":0},"in"]
[null,"€ - ",{"$f":"IFERROR(AK150 & AK151,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,"SU7 Operating:",{"$f":"IFERROR(MIN(AJ187:AJ188),\"\")","v":""},null,"NRL:",{"$f":"IFERROR(ROUNDDOWN($J$60/20/VLOOKUP(ROUND($E$18-$E$19,0),'LIVE LOADS'!AJ8:AN309,2,FALSE),2),\"\")","v":""},null,null,null,8,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check AASHTO EQS. 10-103c, 10-103d, 10-103e, 10-103g for Mr determination:"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,9,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with  (Dc / tw) ≤ (λ / √Fy) or with Longitudinally stiffened webs - (AASHTO EQ. 10-103c):",{"$f":"AJ18/AJ17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ69<=+AL69,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ58/SQRT(E20*1000)","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ69<=+AL69,1,0)","v":{"$error":"#DIV/0!"}}]
[null,"£ - ",{"$f":"IFERROR(AK155 & AK156,\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,"EV2 Operating:",{"$f":"IFERROR(AJ192,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR(AJ197,\"\")","v":""},null,null,null,10,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula.",null,null,null,null,null,null,null,11,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with (Dc / tw) ≤ (λ / √Fy):",{"$f":"IF($AM$69<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,12,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr:",{"$f":"IF(AM69=1,MIN(((91*(10^6))*AJ66*(AJ62/(AJ67))*SQRT(0.772*(AJ65/AJ62)+9.87*(AJ63/(AJ67))^2))/1000/12,E20*BD27/12),\"NA\")","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For sections with (Dc / tw) > (λ / √Fy)(AASHTO EQ. 10-103d):",{"$f":"AJ67","v":0},{"$f":"IF(AJ73<=AL73,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ60","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ73<=+AL73,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($AM$73<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr = My:",{"$f":"IF(AM73,E20*BD27/12,\"NA\")","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103e):",{"$f":"AJ64","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ77>=+AL77,\">=\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ67","v":0},{"$f":"IF(+AJ77>=+AL77,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,18,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AJ67","v":0},{"$f":"IF(+AJ78>+AL78,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ60","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ78>=+AL78,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SUM($AM$77,$AM$78)<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr:",{"$f":"IF(OR(AM73=1,SUM(AM77,AM78)<2),\"NA\",(AJ66*E20*AJ59*(1-0.5*((AJ67-AJ60)/(AJ64-AJ60))))/12)","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,21,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103g):",{"$f":"AJ67","v":0},{"$f":"IF(+AJ81>+AL81,\">\",\"<\")","v":{"$error":"#DIV/0!"}},{"$f":"AJ64","v":{"$error":"#DIV/0!"}},{"$f":"IF(+AJ81>+AL81,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,22,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($AM$81<1,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AM73=1,SUM(AM77,AM78)=2,AM81<1),\"AASHTO EQ. 10-103g not applicable\",\"Mr:\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(OR(AM69,AM73,SUM(AM77,AM78)=2),\"NA\",IF(AM81=1,AJ66*(((E20)*AJ59)/2)*(AJ64/(AJ67))^2,0)/12)","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Afc:",{"$f":"AO27","v":0},"in2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,25,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mr (used) =",{"$f":"IF(AM69=1,AJ72,IF(AM73=1,AJ75,IF(AM77+AM78=2,AJ80,IF(AM81=1,AJ83))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,26,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103b) Rb:",{"$f":"MIN(1,(1-0.002*(AJ18*AJ17/AJ84)*(AJ18/AJ17-AJ58/SQRT(AJ85/AJ59))))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mu",{"$f":"IF(E34=\"Y\",\"NA\",(AJ85*AJ86))","v":{"$error":"#DIV/0!"}},"k-ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equivalent Sx, (Mu/Fy):",{"$f":"12*AJ87/E20","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,0,{"$error":"#DIV/0!"},0,{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total M (k-ft):",{"$f":"SUM(S60:S90)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"The checks performed here apply to both non-composite and composite sections, however Dc of a"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"composite section is calculated per the provisions of AASHTO 10.50 (b), assuming the positive moment"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"region is stressed to point of first yield."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Composite Action:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment to bring Composite Section to First Yield:"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncb =",{"$f":"$BC$27","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcbn =",{"$f":"$AV$48","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxcb3n =",{"$f":"$AV$55","v":{"$error":"#DIV/0!"}},"in3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"My = Sxcbn*Fy/12+ncDLMoment*(1-Sxcbn/Sxbnc)+compDLMoment(1-Sxcbn/Sxcb3n) =",{"$f":"AJ98*E20/12+$P$52*(1-AJ98/AJ97)+$P$53*(1-AJ98/AJ99)","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Top Flange (top fiber) Stress at First Yield Moment =",{"$f":"12*P50/$BD$27+12*P51/$AV$54+($AQ$38-$AS$46)*(($AJ$102-(12*P50/$BD$27+12*P51/$AV$55))/$AS$46)","v":{"$error":"#DIV/0!"}},"ksi Comp"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bott Flange (bottom fiber) Stress at First Yield Moment =",{"$f":"$E$20","v":0},"ksi Tension"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$AQ$38*$AJ$101/($AJ$102+$AJ$101)-$E$25-$K$21","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-103b-2):",{"$f":"$AJ$103/$AJ$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ104<=+$AL104,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ103<=(K18-K21-K22)/2,15400,12500)/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},null,null,"Is Dc less than or equal to d/2?"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($AJ$105,2)=\"OK\",\"\",\"Section violates both AASHTO 10.48.2; beyond the scope of this spreadsheet.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ104<=+$AL104,\"CRITERIA CHECK OK\",\"CRITERIA CHECK NO GOOD\")","v":{"$error":"#DIV/0!"}},null,null,null,null,{"$f":"IF(AJ103<=(K18-K21-K22)/2,\"YES, use 15,400 for Lambda\",\"No, use 12,500 for Lamda\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fully Plastic Moment (fillets conservatively excluded from section):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"d =",{"$f":"$AQ$38","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ts =",{"$f":"$E$33","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"th =",{"$f":"-$E$36","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H =",{"$f":"SUM($AJ$107:$AJ$109)","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"$AJ$16","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Area Sum of Flanges, Cover Plates, and Web (stringer) =",{"$f":"$E$25*$E$24+($K$21+$K$22)*$K$20+$AJ$111*$K$19+$E$27*$E$26","v":0},"in2 <-- Does not include areas of fillets"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C (AASHTO EQ. 10-123) =",{"$f":"0.85*$E$35*$AJ$9*$AJ$108","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C (AASHTO EQ. 10-124) =",{"$f":"$AJ$112*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AJ115>AJ114,\"Climit (slab controlled) =\",\"Climit (stringer controlled) =\")","v":"Climit (stringer controlled) ="},{"$f":"MINA($AJ$114:$AJ$115)","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a (AASHTO EQ. 10-125; conservatively excluding reinforcement in compression region of slab) =",{"$f":"$AJ$116/0.85/$E$35/$AJ$9","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C' (AASHTO EQ. 10-126) =",{"$f":"MAXA(($AJ$115-$AJ$114)/2,0)","v":0},"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)tcp =",{"$f":"$E$25*$E$24*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)tf =",{"$f":"$K$21*$K$20*$E$20","v":0},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AFy)w =",{"$f":"$K$19*$AJ$111*$E$20","v":0},"kips"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compressed portion of top cover plate (AASHTO EQ. 10-127) =",{"$f":"MINA(($AJ$118/MAXA(0.00001,$AJ$120))*$E$25,$E$25)","v":0},"in <--measured from top of tcp, if any"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Compressed portion of top flange (AASHTO EQ. 10-127) =",{"$f":"MAXA(0,MINA((($AJ$118-$AJ$120*$AJ$124/MAXA(0.00001,$E$25))/$AJ$121)*$K$21,$K$21))","v":{"$error":"#DIV/0!"}},"in <--measured from top of tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dcp=Compressed portion of web (AASHTO EQ. 10-128) =",{"$f":"MAXA(0,MINA((($AJ$118-$AJ$120*$AJ$124/MAXA(0.00001,$E$25)-$AJ$121*$AJ$125/MAXA(0.00001,$K$21))/$AJ$122)*$K$19,$K$19))","v":{"$error":"#DIV/0!"}},"in <--measured from top of w"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yt =",{"$f":"SUM($AJ$124:$AJ$126)","v":{"$error":"#DIV/0!"}},"in <--measured from top of tcp, if any, or tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yb =",{"$f":"$AJ$107-$AJ$127","v":{"$error":"#DIV/0!"}},"in <--measured from bot of bcp, if any, or bf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dp =",{"$f":"IF($AJ$127=0,$AJ$117,$AJ$108+$AJ$109+$AJ$127)","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Centroid of Max Plastic Compressive Force in Steel =",{"$f":"($AJ$124^2*$E$24/2+($AJ$124+$AJ$125/2)*$AJ$125*$K$20+($AJ$127-$AJ$126/2)*$AJ$126*$K$19)/MAXA(0.00001,($AJ$118/$E$20))","v":{"$error":"#DIV/0!"}},"in <--measured from top of tcp, if any, or tf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Centroid of Max Plastic Tension Force in Steel =",{"$f":"((MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27/2)*$AS$27+(MAXA(0,$AJ$108+$AJ109-$AJ$129)+$AJ$128-$E$27-$K$22/2)*$AP$27+(MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27-$K$22-($AJ$111-$AJ$126)/2)*($AJ$111-$AJ$126)*$K$19+(MAXA(0,$AJ$108+$AJ$109-$AJ$129)+$AJ$128-$E$27-$K$22-$AJ$111-($K$21-$AJ$125)/2)*($K$21-$AJ$125)*$K$20+(MAXA(0,$AJ$108+$AJ$109-$AJ129)+($E$25-$AJ$124)/2)*($E$25-$AJ$124)*$E$24)/($AS$27+$AP$27+($AJ$111-$AJ$126)*$K$19+($K$21-$AJ$125)*$K$20+($E$25-$AJ$124)*$E$24)","v":{"$error":"#DIV/0!"}},"in <--measured from neutral axis of fully plastic section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Plastic Compression Moment =",{"$f":"((MAXA($AJ$129,$AJ$108+$AJ$109)-$AJ$117/2)*$AJ$116+$AJ$118*($AJ$127-$AJ$130))/12","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Plastic Tension Moment =",{"$f":"($AS$27+$AP$27+($AJ$111-$AJ$126)*$K$19+($K$21-$AJ$125)*$K$20+($E$25-$AJ124)*$E$25)*$E$20*$AJ$131/12","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mp =",{"$f":"$AJ$132+$AJ$133","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check for Compact Section (AASHTO EQ. 10-129) =",{"$f":"2*$AJ$126/$K$19","v":{"$error":"#DIV/0!"}},{"$f":"IF(+$AJ135<=+$AL135,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"19230/(1000*$E$20)^0.5","v":{"$error":"#DIV/0!"}},{"$f":"IF($AJ$135>$AL$135,\"NO GOOD\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check for Compact Section (AASHTO EQ. 10-129a) =",{"$f":"$AJ$129/$AJ$137","v":{"$error":"#DIV/0!"}},{"$f":"IF($AJ136>5,\">   5\",\"<=   5\")","v":{"$error":"#DIV/0!"}},null,{"$f":"IF($AJ$136>5,\"NO GOOD\",\"OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D' for Compact Section (AASHTO EQ. 10-129a) =",{"$f":"IF($E$20<=36,0.9,0.7)*$AJ$110/7.5","v":0},"in"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ultimate Moment Capacity:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($AJ$41,2)=\"OK\",(IF(UPPER(LEFT($E$34,1))=\"N\",\"Cu = Mp =\",IF(RIGHT($AJ$105,2)=\"OK\",IF(OR($AM$135=\"NO GOOD\",$AM$136=\"NO GOOD\"),\"Cu = My =\",IF($AJ$136<1,\"Cu = Mp =\",\"Cu = Mu =\"))))),\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),RIGHT($AJ$26,2)=\"OK\",RIGHT($AJ$41,2)=\"OK\"),$AJ$49,(IF(AND(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),RIGHT($AJ$41,7)=\"NO GOOD\"),$AJ$87,IF(RIGHT($AJ$105,2)=\"OK\",IF(OR($AM$135=\"NO GOOD\",$AM$136=\"NO GOOD\"),AJ100,IF($AJ$136<1,AJ134,(5*AJ134-0.85*AJ100)/4+((0.85*AJ100-AJ134)/4)*$AJ$129/$AJ$137)),\"NA\"))))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(RIGHT($AJ$26,2)=\"OK\",(IF(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),\"<---Non-Composite Section\",IF(RIGHT($AJ$105,2)=\"OK\",IF(OR($AM$135=\"NO GOOD\",$AM$136=\"NO GOOD\"),\"<--- EQ. 10-129 Controlled Composite Section and/or EQ. 10-129a Controlled Composite Section, thus, Composite Section Controlled by First Yeild Moment\",IF($AJ$136<1,\"<---Fully Plastic Moment Allowed on Composite Section\",\"<---Partially Plastic Moment Allowed on Composite Section\"))))),\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Determination of Serviceable Moment Capacity (as per AASHTO 10.57.2):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.8*FySxncmin =",{"$f":"IF(E34=\"Y\",\"N/A\",(E20/12*MIN(BC27:BD27)*0.8))","v":{"$error":"#DIV/0!"}},"ft-k","<---Non-Composite Section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.95*My =",{"$f":"0.95*AJ100","v":{"$error":"#DIV/0!"}},"ft-k","<---Composite Section"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mserv =",{"$f":"IF(OR(UPPER(LEFT($E$34,1))=\"N\",$E$34=\"\"),$AJ$141,$AJ$142)","v":{"$error":"#DIV/0!"}},"ft-k","<---Controls"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxncb =",{"$f":"$BC$27","v":{"$error":"#DIV/0!"}},"in^3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxscb =",{"$f":"$AV$55","v":{"$error":"#DIV/0!"}},"in^3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cu =",{"$f":"IF(E34=\"Y\",AJ139,IF(AJ26=\"CRITERIA CHECK OK\",AJ27,IF(AM36+AM37+AM40=3,AJ49,AJ87)))","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(E34=\"Y\",\"Section 10.50 Controls\",IF(AJ26=\"CRITERIA CHECK OK\",\"Section 10.48.1 Controls\",IF(AM36+AM37+AM40=3,\"Section 10.48.2 Controls\",\"Section 10.48.4 Controls\")))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cserv=",{"$f":"$AJ$143","v":{"$error":"#DIV/0!"}},"ft-k",{"$f":"IF(E34=\"Y\",\"Section 10.50 Controls\",IF(AJ26=\"CRITERIA CHECK OK\",\"Section 10.48.1 Controls\",IF(AM36+AM37+AM40=3,\"Section 10.48.2 Controls\",\"Section 10.48.4 Controls\")))","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$54)/(2.17*$AC$47)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ150<=AJ151,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Serviceable Inventory Rating Factor-->",{"$f":"($AJ$148-$P$54)/(5*$AC$47/3)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ151<AJ150,\"AASHTO 10.57 (Serviceability) Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Load Factor Operating Rating-->",{"$f":"AJ150*2.17/1.3","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Serviceable Operating Rating-->",{"$f":"AJ151*1.67","v":{"$error":"#DIV/0!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H Load Factor Inventory Rating Factor-->",{"$f":"($AJ$147-1.3*$P$54)/(2.17*$AC$48)","v":{"$error":"#DIV/0!"}},{"$f":"IF(AJ155<=AJ156,\"Strength Controls Ratings\",\"\")","v":{"$error":"#DIV/0!"}}]
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[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,"Structural Steel Allowable Yield Stress",null,null,null,null,"Concrete Deck",null,null,null,null,null,null,null,null,null,null,null,null,"Intermediate",null,"Deck Total Dead Load (ksf):",null,null,null,{"$f":"IFERROR(IF($J$17 = \"Deck Designation\", 0, INDEX('Dead Load Calcs and Tables'!$K$11:$K$16, MATCH($J$17,'Dead Load Calcs and Tables'!$E$11:$E$16, 0))), 0)","v":0}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,"Date Built","Yield Stress",null,null,null,"Steel Corrugated Deck",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Stringer Weight (k/ft):",null,null,null,{"$f":"IFERROR(IF($J$19=\"Stringer Span #1 Designation\", 0,INDEX('Dead Load Calcs and Tables'!$F$22:$F$33,MATCH($J$19,'Dead Load Calcs and Tables'!$E$22:$E$33,0))), 0)","v":0}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,"Before 1905 ",26,"KSI",null,null,"Steel Plate Deck",null,null,null,null,null,null,null,null,null,null,null,null,"Midspan",null,"Span 2 Stringer Weight (k/ft):",null,null,null,{"$f":"IFERROR(IF($J$24=\"Stringer Span #2 Designation\", 0,INDEX('Dead Load Calcs and Tables'!$F$22:$F$33,MATCH($J$24,'Dead Load Calcs and Tables'!$E$22:$E$33,0))), 0)","v":0}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,"1905-1936 ",30,"KSI",null,null,"Steel Open Grid Deck",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Yield Strength (KSI):",null,null,null,{"$f":"$Q$11","v":36}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,"1936-1963 ",33,"KSI",null,null,"Timber Deck"]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,"After 1963 ",36,"KSI"]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,"Recommended Design Yield Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<=1905,P7,IF(VALUE($H$11)<=1936,P8,IF(VALUE($H$11)<=1963,P9,P10)))","v":36},null,"LFR Load Factors",null,null,"Multi-lane Analysis?"]
[null,null,null,null,null,null,"Floorbeam Descr:",null,null,null,null,null,null,null,null,null,null,null,"A1 =",1.3,null,{"$f":"IF(AND($K$8>1, $E$32>=9), TRUE, FALSE)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A2-INV =",2.17]
[null,"Floorbeam Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A2-OP =",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled","WEB","FLG","Top","Bottom","FILLET"]
[null,"DATA INPUT TABLE",null,null,null,null,"DATA FROM SUPERSTRUCTURE",null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Section","THK","WIDTH","FLG","FLG","RADIUS"]
[null,"Floorbeam ID:",null,null,null,null,"Deck Module:",null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$H$10","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depth",null,null,"THK","THK"]
[null,"Standard Beam Designation:",null,null,null,null,null,null,"Total Dead Load (ksf):",{"$f":"IFERROR(IF($J$17 = \"\", 0, INDEX('Dead Load Calcs and Tables'!$K$11:$K$16, MATCH($J$17,'Dead Load Calcs and Tables'!$E$11:$E$16, 0))), 0)","v":0},null,null,null,null,null,"ADTT =",{"$f":"$H$8*$H$9","v":0.5},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in)","(in)","(in)","(in)","(in)","(in)"]
[null,"Rolled Section Depth (in):",null,null,null,null,null,null,"Stringer Module 1:",null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$E$19","v":0},{"$f":"$E$20","v":0},{"$f":"$E$21","v":0},{"$f":"$E$22","v":0},{"$f":"$E$23","v":0},{"$f":"$E$24","v":0}]
[null,"Web Thickness (in):",null,null,null,null,null,null,"Span 1 Total Length** (ft):",{"$f":"IFERROR(IF($J$19=\"\", 0,INDEX('Dead Load Calcs and Tables'!$J$22:$J$39,MATCH($J$19,'Dead Load Calcs and Tables'!$E$22:$E$39,0))), 0)","v":0},null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.3,(1.3-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001}]
[null,"Flange Width (in):",null,null,null,null,null,null,"Span 1 Stringer Weight (k/ft):",{"$f":"IFERROR(IF($J$19=\"\", 0,INDEX('Dead Load Calcs and Tables'!$F$22:$F$39,MATCH($J$19,'Dead Load Calcs and Tables'!$E$22:$E$39,0))), 0)","v":0},null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.2,(1.2-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001}]
[null,"Top Flange Thickness (in):",null,null,null,null,null,null,"Span 1 Number of Stringers:",null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(Q18>0,Q18<1000),1.1,IF(OR(Q18=0,Q18>6000),1.5,(1.5-1.1)*(Q18-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****"]
[null,"Bottom Flange Thickness (in):",null,null,null,null,null,null,"Stringer Spacing (ft):",null,null,null,null,null,null,"Min lanes =",{"$f":"$K$8","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AREA","AREA","AREA","WEIGHT",null,"AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR"]
[null,"Fillet Radius (in):",null,null,null,null,null,null,"Stringer Module 2:",null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q20,Q22))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP","BOT","WEB","TOTAL",null,"EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS"]
[null,"Section Modulus, Sx (in3):",null,null,{"$f":"IFERROR(MIN($BW$27,$BX$27),\"\")","v":""},null,null,null,"Span 2 Total Length** (ft):",{"$f":"IFERROR(IF($J$23=\"\", 0,INDEX('Dead Load Calcs and Tables'!$J$22:$J$39,MATCH($J$23,'Dead Load Calcs and Tables'!$E$22:$E$39,0))), 0)","v":0},null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(Q23<2,1.3,IF(Q17=1,Q19,Q21))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FLANGE","FLANGE",null,null,null,"FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z"]
[null,"Plastic Section Modulus, Zx (in3):",null,null,{"$f":"IFERROR($BZ$27,\"\")","v":""},null,null,null,"Span 2 Stringer Weight (k/ft):",{"$f":"IFERROR(IF($J$23=\"\", 0,INDEX('Dead Load Calcs and Tables'!$F$22:$F$39,MATCH($J$23,'Dead Load Calcs and Tables'!$E$22:$E$39,0))), 0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in^2)","(in^2)","(klf)",null,"(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)"]
[null,"Fy (ksi):",null,null,{"$f":"Q11","v":36},null,null,null,"Span 2 Number of Stringers:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BK19*BL19","v":0},{"$f":"BK19*BM19","v":0},{"$f":"(BI19-BL19-BM19)*BJ19","v":0},{"$f":"((BI27+BJ27+BK27)*490/(144))/1000","v":0},null,{"$f":"((BN19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(BI27:BM27)+4*BN27","v":0},{"$f":"((BN19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,BN27)","v":0},{"$f":"$BM$47","v":{"$error":"#DIV/0!"}},{"$f":"BI19-BQ27","v":{"$error":"#DIV/0!"}},{"$f":"$BP$47","v":{"$error":"#DIV/0!"}},{"$f":"$BQ$46","v":0},{"$f":"SQRT($BP$47/$BL$46)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($BQ$46/$BL$46)","v":{"$error":"#DIV/0!"}},{"$f":"$BS$27/$BQ$27","v":{"$error":"#DIV/0!"}},{"$f":"$BS$27/$BR$27","v":{"$error":"#DIV/0!"}},{"$f":"$BT$27/($BJ$47/2)","v":{"$error":"#DIV/0!"}},{"$f":"(BQ27-BM19/2)*BJ27+(BQ27-BM19-BP27)*2*BN27+(((BQ27-BM19)^2)/2)*BJ19+(((BR27-BL19)^2)/2)*BJ19+(BR27-BL19-BP27)*2*BN27+(BR27-BL19/2)*BI27","v":{"$error":"#DIV/0!"}}]
[null,"Is Section Compact?:",null,null,null,null,null,null,"Stringer Spacing (ft):"]
[null,"Floorbeam Weight (k/ft):",null,null,{"$f":"IFERROR($BL$27, \"\")","v":0},null,"**Input the stringer span length between floorbeams"]
[null,"Section Loss due to Corrosion (%):",null,null,null,null,null,null,null,"Calculated","Override"]
[null,"Location of Floorbeam within Span*:",null,null,null,null,"LL Impact Factor (I):",null,null,{"$f":"_xlfn.LET(_xlpm.LLDF, 1+(50/($E$32+125)), IF(_xlpm.LLDF > 1.3, 1.3, _xlpm.LLDF))","v":1.3}]
[null,"Floorbeam Length (Girder Spacing) (ft):"]
[null,{"$f":"IF($E$31=\"\",\"\",IF($E$31=\"Intermediate\",\"*Intermediate: Floorbeam located within Span or over int. bent\",\"*End: Floorbeam located over abutment\"))","v":""}]
[]
[null,"Analysis"]
[]
[null,"Floorbeam Capacity",null,null,"k-ft",null,"Live Load Moments (MLL)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"End Span FB Reactions (k/wheel line)","Intermediate FB Reactions (k/wheel line)","Wheel Line Reaction Load\n(k)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,"CU = ",{"$f":"IF(E28=\"Yes\",\"Fy * Z * (1 - SL%) =\",\"Fy * S * (1 - SL%) =\")","v":"Fy * S * (1 - SL%) ="},null,{"$f":"IFERROR((($E$27*IF(E28=\"Yes\",$E$26,E25)*(1-$E$30))/12),\"\")","v":""},null,"Single Lane Moments =",null,null,null,"((L-3)2*R)/(2*L)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,"CServ =","0.8 * Fy * S * (1 - SL%) =",null,{"$f":"IFERROR(((0.8*$E$27*$E$25*(1-$E$30))/12),\"\")","v":""},null,"Two-Lane Moments =",null,null,null,"(L-9+(2.25/L))*R",null,null,null,"Design and Rating Truck Axle Configurations with Reaction Calculations (Simple Span)",null,null,null,null,null,null,"Max Dist:",{"$f":"MAX(J20,J25)","v":0},"Min Dist:",{"$f":"MIN(J20,J25)","v":0},null,null,null,null,null,null,null,null,"End Span Reactions",null,null,null,null,null,null,null,null,"Int. Span Reactions","1st axle left on long","1st axle left on short","2nd axle left on long","2nd axle left on short","3rd axle left on long","3rd axle left on short","4th axle left on long","4th axle left on short","5th axle left on long","5th axle left on short","6th axle left on long","6th axle left on short","7th axle left on long","7th axle left on short","8th axle left on long","8th axle left on short"]
[null,null,null,null,null,null,null,null,null,null,"k-ft",null,null,null,null,"1st Axle\n(k)","Space 1\n(ft)","2nd Axle\n(k)","Space 2\n(ft)","3rd Axle\n(k)","Space 3\n(ft)","4th Axle\n(k)","Space 4\n(ft)","5th Axle\n(k)","Space 5\n(ft)","6th Axle\n(k)","Space 6\n(ft)","7th Axle\n(k)","Space 7\n(ft)","8th Axle\n(k)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$BK$19","v":0},{"$f":"$BM$19","v":0},{"$f":"$BJ40*$BK40","v":0},{"$f":"$BM$39+$BK$39/2+$BK$40/2","v":0},{"$f":"$BL40*$BM40","v":0},{"$f":"(BJ40*BK40^3)/12","v":0},{"$f":"$BL40*($BM40-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK40*$BJ40^3)/12","v":0}]
[null,"Dead Load Moments (MDL)",null,null,null,null,null,null,null,"H:",{"$f":"IFERROR(IF($V$12=TRUE, ($E$32-9+(2.25/$E$32))*$AG43, (($E$32-3)^2*$AG43)/(2*$E$32)), \"\")","v":""},null,null,null,"Truck Designation",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Truck Designation","1 axle","2 axle","3 axle","4 axles","5 axles","6 axles","7 axles","8 axles","Truck Designation",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$BN$27","v":0},{"$f":"$BK$39+$BK$40+$BP$27","v":0},{"$f":"$BL41*$BM41","v":0},null,{"$f":"$BL41*($BM41-$BM$47)^2","v":{"$error":"#DIV/0!"}}]
[null,"MDL = (1/8) * wDL * 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))/_xlpm.maxDist)/2","v":{"$error":"#DIV/0!"}},{"$f":"_xlfn.LET(_xlpm.maxDist,$W$39,_xlpm.minDist,$Y$39,_xlpm.A1_W,IF(Q52+S52+U52+W52>_xlpm.maxDist,0,P52),_xlpm.A2_L,Q52,_xlpm.A2_W,IF(S52+U52+W52>_xlpm.maxDist,0,R52),_xlpm.A3_L,S52,_xlpm.A3_W,IF(U52+W52>_xlpm.maxDist,0,T52),_xlpm.A4_L,U52,_xlpm.A4_W,IF(W52>_xlpm.maxDist,0,V52),_xlpm.A5_L,W52,_xlpm.A5_W,X52,_xlpm.A6_L,Y52,_xlpm.A6_W,IF(Y52>_xlpm.minDist,0,Z52),_xlpm.A7_L,AA52,_xlpm.A7_W,IF(Y52+AA52>_xlpm.minDist,0,AB52),_xlpm.A8_L,AC52,_xlpm.A8_W,IF(Y52+AA52+AC52>_xlpm.minDist,0,AD52),_xlpm.A1_W*(_xlpm.maxDist-_xlpm.A2_L-_xlpm.A3_L-_xlpm.A4_L-_xlpm.A5_L)/_xlpm.maxDist+_xlpm.A2_W*(_xlpm.maxDist-_xlpm.A3_L-_xlpm.A4_L-_xlpm.A5_L)/_xlpm.maxDist+_xlpm.A3_W*(_xlpm.maxDist-_xlpm.A4_L-_xlpm.A5_L)/_xlpm.maxDist+_xlpm.A4_W*(_xlpm.maxDist-_xlpm.A5_L)/_xlpm.maxDist+_xlpm.A5_W+_xlpm.A6_W*(_xlpm.minDist-(_xlpm.A6_L))/_xlpm.minDist+_xlpm.A7_W*(_xlpm.minDist-(_xlpm.A6_L+_xlpm.A7_L))/_xlpm.minDist+_xlpm.A8_W*(_xlpm.minDist-(_xlpm.A6_L+_xlpm.A7_L+_xlpm.A8_L))/_xlpm.minDist)/2","v":{"$error":"#DIV/0!"}},{"$f":"_xlfn.LET(_xlpm.maxDist,$W$39,_xlpm.minDist,$Y$39,_xlpm.A1_W,IF(Q52+S52+U52+W52>_xlpm.minDist,0,P52),_xlpm.A2_L,Q52,_xlpm.A2_W,IF(S52+U52+W52>_xlpm.minDist,0,R52),_xlpm.A3_L,S52,_xlpm.A3_W,IF(U52+W52>_xlpm.minDist,0,T52),_xlpm.A4_L,U52,_xlpm.A4_W,IF(W52>_xlpm.minDist,0,V52),_xlpm.A5_L,W52,_xlpm.A5_W,X52,_xlpm.A6_L,Y52,_xlpm.A6_W,IF(Y52>_xlpm.maxDist,0,Z52),_xlpm.A7_L,AA52,_xlpm.A7_W,IF(Y52+AA52>_xlpm.maxDist,0,AB52),_xlpm.A8_L,AC52,_xlpm.A8_W,IF(Y52+AA52+AC52>_xlpm.maxDist,0,AD52),_xlpm.A1_W*(_xlpm.minDist-_xlpm.A2_L-_xlpm.A3_L-_xlpm.A4_L-_xlpm.A5_L)/_xlpm.minDist+_xlpm.A2_W*(_xlpm.minDist-_xlpm.A3_L-_xlpm.A4_L-_xlpm.A5_L)/_xlpm.minDist+_xlpm.A3_W*(_xlpm.minDist-_xlpm.A4_L-_xlpm.A5_L)/_xlpm.minDist+_xlpm.A4_W*(_xlpm.minDist-_xlpm.A5_L)/_xlpm.minDist+_xlpm.A5_W+_xlpm.A6_W*(_xlpm.maxDist-(_xlpm.A6_L))/_xlpm.maxDist+_xlpm.A7_W*(_xlpm.maxDist-(_xlpm.A6_L+_xlpm.A7_L))/_xlpm.maxDist+_xlpm.A8_W*(_xlpm.maxDist-(_xlpm.A6_L+_xlpm.A7_L+_xlpm.A8_L))/_xlpm.maxDist)/2","v":{"$error":"#DIV/0!"}}]
[null,"Live load reactions and moments computed based on the 3rd Edition of the Manual for Bridge Evaluation Appendixes D6B and E6B.  \nAssume floorbeam is fully 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[]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name","Stringer Weight (klf)","Stringer Spacing\n(in)"]
[null,null,null,null,null,null,"€ HS Ratings"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR(MIN(U63,W63)*20,\"\")","v":""},{"$f":"IFERROR(MIN(U63,W63),\"\")","v":""},null,null,null,null,null,null,null,null,"Rating Factor"]
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[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},{"$f":"'Dead Load Calcs and Tables'!F23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},null,null,"Truck","INV","OPR","INV","OPR"]
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[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR(MIN(V62,X62)*20, \"\")","v":""},{"$f":"IFERROR(MIN(V62,X62), \"\")","v":""},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},{"$f":"'Dead Load Calcs and Tables'!F25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},null,null,"HS20:",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"IF(V63<=X63,\"Strength Controls Ratings\",\"AASHTO 10.57 (Serviceability) Controls Ratings\")","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},{"$f":"'Dead Load Calcs and Tables'!F26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},null,null,"SU4:",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR(MIN(V64,X64), \"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR(MIN(V70,X70), \"\")","v":""},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},{"$f":"'Dead Load Calcs and Tables'!F27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},null,null,"SU5:",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula.",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},{"$f":"'Dead Load Calcs and Tables'!F33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},null,null,"T3S2:",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3-3:",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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[]
[null,"DECK INPUTS",null,null,null,null,null,"LIVE LOAD FACTORS",null,null,null,null,null,null,null,null,null,"Controlling Moments (Positive)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Structural Steel Allowable Yield Stress"]
[null,null,null,"Import Values from Defined Deck Module:",null,null,null,"Deck Type for Live Loads:",null,null,null,null,null,null,null,null,null,null,"Span","% span","Flatcar Segment","Segment %",null,null,"Capacity (k-ft)",null,"DL (k-ft)",null,null,"LL (k-ft)",null,null,null,null,null,"Flatcar Segment Description:",null,null,null,null,null,null,null,null,"Total Depth of Flatcar Segment (in):",null,"in",null,null,null,"Flatcar Segment Description:","EXAMPLE: S. Flatcar (Midspan Section)",null,null,null,null,null,null,null,"Total Depth of Flatcar Segment (in):",30,"in",null,null,null,"Date Built",null,"Yield Stress",null,null,null,null,"Deck Dead Loads (ksf)"]
[null,null,null,"Deck Type:",{"$f":"IF($E$17=$BY$7,'Steel Deck'!E17,\"\")","v":""},null,null,"Thickness of Deck (in):",null,null,null,null,null,null,null,null,null,"H",{"$f":"CD195","v":{"$error":"#N/A"}},{"$f":"CD196","v":{"$error":"#N/A"}},{"$f":"CD197","v":{"$error":"#N/A"}},{"$f":"CD198","v":{"$error":"#N/A"}},null,null,{"$f":"CD199/12","v":{"$error":"#N/A"}},null,{"$f":"CD200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CD201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CD193<=CD204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Before 1905 ",null,26,"KSI",null,null,null,null,"Self","Self OR","Fill","Wearing Surface","Misc. Loads"]
[null,null,null,{"$f":"IF(OR(E18=\"Steel Corrugated Deck\",E18=\"Steel Open Grid Deck\"),\"Deck Designation:\",\"Deck Thickness (in):\")","v":"Deck Thickness (in):"},{"$f":"IF($E$17=$BU$19,'Concrete Deck'!$E$18,IF(AND($E$17=$BY$7,OR($E$18=$BU$20,$E$18=$BU$22)),'Steel Deck'!$E$18,IF(AND($E$17=$BY$7,$E$18=$BU$21),'Steel Deck'!$E$20,IF($E$17=$BY$9,'Timber Deck'!$E$19,\"\"))))","v":""},null,null,"Flatcar Location:",null,null,null,null,null,null,null,null,null,"HS",{"$f":"CF195","v":{"$error":"#N/A"}},{"$f":"CF196","v":{"$error":"#N/A"}},{"$f":"CF197","v":{"$error":"#N/A"}},{"$f":"CF198","v":{"$error":"#N/A"}},null,null,{"$f":"CF199/12","v":{"$error":"#N/A"}},null,{"$f":"CF200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CF201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CF193<=CF204,\"<<<\",\"\")","v":"<<<"},null,null,"Plate Section(s)\n[Rectangular]",null,"# of \nSections","b","h","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,"Plate Section(s)\n[Rectangular]",null,"# of \nSections","b","h","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,null,"1905-1936 ",null,30,"KSI",null,null,null,"Concrete Deck",{"$f":"IF($E$18=BU19,0.15*$E$19/12,IF($E$17=BU19,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($BV19=\"\",\"\",$E$23)","v":""},{"$f":"IF(OR($E$17=BU19,$E$18=BU19),$E$24,\"\")","v":""},{"$f":"IF(OR($E$17=BU19,$E$18=BU19),$E$25,\"\")","v":""},{"$f":"IF(OR($E$17=BU19,$E$18=BU19),$E$26,\"\")","v":""},"ksf"]
[null,null,null,null,null,null,null,null,"LLDF S/","LLDF",null,null,"Override#","IM","Override#",null,null,"SU4",{"$f":"CH195","v":{"$error":"#N/A"}},{"$f":"CH196","v":{"$error":"#N/A"}},{"$f":"CH197","v":{"$error":"#N/A"}},{"$f":"CH198","v":{"$error":"#N/A"}},null,null,{"$f":"CH199/12","v":{"$error":"#N/A"}},null,{"$f":"CH200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CH201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CH193<=CH204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,"[in]","[in]","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,null,null,"[in]","[in]","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,"1936-1963 ",null,33,"KSI",null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($E$17=\"No Deck Import\",$E$18=$BU$20),VLOOKUP($E$19,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($E$18=$BU$20,VLOOKUP($E$17,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($BV20=\"\",\"\",$E$23)","v":""},{"$f":"IF(OR($E$17=BU20,$E$18=BU20),$E$24,\"\")","v":""},{"$f":"IF(OR($E$17=BU20,$E$18=BU20),$E$25,\"\")","v":""},{"$f":"IF(OR($E$17=BU20,$E$18=BU20),$E$26,\"\")","v":""},"ksf"]
[null,null,null,null,null,null,null,{"$f":"IF(E28=1,\"Span 1:\",IF(E29=\"Yes\",\"Cant. 1:\",\"Span 1:\"))","v":"Span 1:"},{"$f":"IF(N29=\"Yes\",\"-\",IF($O$8=1,IF($BO$64<$BO$63,VLOOKUP($M$17,$BN$39:$BT$45,2,0),\"footnote f\"),IF($O$8>1,IF($BO$62<$BO$61,VLOOKUP($M$17,$BN$39:$BT$45,5,0),\"footnote f\"),\"\")))","v":{"$error":"#N/A"}},{"$f":"IF(N29=\"Yes\",2,IF($O$8=1,MAX(BO63:BO64),MAX(BO61:BO62)))","v":{"$error":"#N/A"}},null,null,null,{"$f":"BO56","v":1.3},null,null,null,"SU5",{"$f":"CJ195","v":{"$error":"#N/A"}},{"$f":"CJ196","v":{"$error":"#N/A"}},{"$f":"CJ197","v":{"$error":"#N/A"}},{"$f":"CJ198","v":{"$error":"#N/A"}},null,null,{"$f":"CJ199/12","v":{"$error":"#N/A"}},null,{"$f":"CJ200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CJ201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CJ193<=CJ204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,null,null,{"$f":"AL21*AM21","v":0},null,{"$f":"AN21*AK21","v":0},null,{"$f":"AQ21*AP21","v":0},{"$f":"AL21*(AM21^3)/12","v":0},{"$f":"AK21*AS21","v":0},{"$f":"AP21*((AT$37-AQ21)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. 3/8\" x 83\" Top Plate (Deck)",null,1,83,0.375,{"$f":"BA21*BB21","v":31.125},null,{"$f":"BC21*AZ21","v":31.125},29.8125,{"$f":"BF21*BE21","v":927.9140625},{"$f":"BA21*(BB21^3)/12","v":0.36474609375},{"$f":"AZ21*BH21","v":0.36474609375},{"$f":"BE21*((BI$37-BF21)^2)","v":3014.3210250708044},null,null,null,"After 1963 ",null,36,"KSI",null,null,null,"Steel Plate Deck",{"$f":"IF(E18=BU21,0.49*$E$19/12,IF($E$17=$BU$21,VLOOKUP($E$18,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($BV21=\"\",\"\",$E$23)","v":""},{"$f":"IF(OR($E$17=BU21,$E$18=BU21),$E$24,\"\")","v":""},{"$f":"IF(OR($E$17=BU21,$E$18=BU21),$E$25,\"\")","v":""},{"$f":"IF(OR($E$17=BU21,$E$18=BU21),$E$26,\"\")","v":""},"ksf"]
[null,null,null,null,null,null,null,{"$f":"IF(AND(E28=2,E30=\"Yes\"),\"Cant. 2:\",\"Span 2:\")","v":"Span 2:"},{"$f":"IF(N29=\"Yes\",\"-\",IF($O$8=1,IF($BP$64<$BP$63,VLOOKUP($M$17,$BN$39:$BT$45,2,0),\"footnote f\"),IF($O$8>1,IF($BP$62<$BP$61,VLOOKUP($M$17,$BN$39:$BT$45,5,0),\"footnote f\"),\"\")))","v":{"$error":"#N/A"}},{"$f":"IF(N29=\"Yes\",2,IF($O$8=1,MAX(BP63:BP64),MAX(BP61:BP62)))","v":{"$error":"#N/A"}},null,null,null,{"$f":"IF(E28<2,\"\",BP56)","v":""},null,null,null,"SU6",{"$f":"CL195","v":{"$error":"#N/A"}},{"$f":"CL196","v":{"$error":"#N/A"}},{"$f":"CL197","v":{"$error":"#N/A"}},{"$f":"CL198","v":{"$error":"#N/A"}},null,null,{"$f":"CL199/12","v":{"$error":"#N/A"}},null,{"$f":"CL200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CL201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CL193<=CL204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,null,null,{"$f":"AL22*AM22","v":0},null,{"$f":"AN22*AK22","v":0},null,{"$f":"AQ22*AP22","v":0},{"$f":"AL22*(AM22^3)/12","v":0},{"$f":"AK22*AS22","v":0},{"$f":"AP22*((AT$37-AQ22)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. 28.75\" x 5/16\" Side Plate ",null,2,0.3125,28.75,{"$f":"BA22*BB22","v":8.984375},null,{"$f":"BC22*AZ22","v":17.96875},15.25,{"$f":"BF22*BE22","v":274.0234375},{"$f":"BA22*(BB22^3)/12","v":618.84562174479163},{"$f":"AZ22*BH22","v":1237.6912434895833},{"$f":"BE22*((BI$37-BF22)^2)","v":400.56625002302769},null,null,null,"Recommended Yield Strength (KSI)",null,null,{"$f":"IF(VALUE(J11)<=1905,BP18,IF(VALUE(J11)<=1936,BP19,IF(VALUE(J11)<=1963,BP20,BP21)))","v":36},null,null,null,"Steel Open Grid Deck",{"$f":"IFERROR(IF(AND($E$17=\"No Deck Import\",$E$18=$BU$22),VLOOKUP($E$19,'Steel Deck'!$AM$28:$AY$35,4,FALSE),IF($E$18=$BU$22,VLOOKUP($E$17,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($BV22=\"\",\"\",$E$23)","v":""},{"$f":"IF(OR($E$17=BU22,$E$18=BU22),$E$24,\"\")","v":""},{"$f":"IF(OR($E$17=BU22,$E$18=BU22),$E$25,\"\")","v":""},{"$f":"IF(OR($E$17=BU22,$E$18=BU22),$E$26,\"\")","v":""},"ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Properties Input Options"]
[null,null,null,"Deck Weight (ksf):",{"$f":"IFERROR(INDEX($BV$19:$BV$23,IFERROR(MATCH($E$17,$BU$19:$BU$23,0),MATCH($E$18,$BU$19:$BU$23,0))),0)","v":0},null,null,{"$f":"IF(AND(E28=3,E30=\"Yes\"),\"Cant. 3:\",\"Span 3:\")","v":"Span 3:"},{"$f":"IF(N29=\"Yes\",\"-\",IF($O$8=1,IF($BQ$64<$BQ$63,VLOOKUP($M$17,$BN$39:$BT$45,2,0),\"footnote f\"),IF($O$8>1,IF($BQ$62<$BQ$61,VLOOKUP($M$17,$BN$39:$BT$45,5,0),\"footnote f\"),\"\")))","v":{"$error":"#N/A"}},{"$f":"IF(N29=\"Yes\",2,IF($O$8=1,MAX(BQ63:BQ64),MAX(BQ61:BQ62)))","v":{"$error":"#N/A"}},null,null,null,{"$f":"IF(E28<3,\"\",BQ56)","v":""},null,null,null,"SU7",{"$f":"CN195","v":{"$error":"#N/A"}},{"$f":"CN196","v":{"$error":"#N/A"}},{"$f":"CN197","v":{"$error":"#N/A"}},{"$f":"CN198","v":{"$error":"#N/A"}},null,null,{"$f":"CN199/12","v":{"$error":"#N/A"}},null,{"$f":"CN200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CN201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CN193<=CN204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,null,null,{"$f":"AL23*AM23","v":0},null,{"$f":"AN23*AK23","v":0},null,{"$f":"AQ23*AP23","v":0},{"$f":"AL23*(AM23^3)/12","v":0},{"$f":"AK23*AS23","v":0},{"$f":"AP23*((AT$37-AQ23)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. 7/8\" x 24\" Bottom Plate",null,1,24,0.875,{"$f":"BA23*BB23","v":21},null,{"$f":"BC23*AZ23","v":21},0.4375,{"$f":"BF23*BE23","v":9.1875},{"$f":"BA23*(BB23^3)/12","v":1.33984375},{"$f":"AZ23*BH23","v":1.33984375},{"$f":"BE23*((BI$37-BF23)^2)","v":8013.1046684674593},null,null,null,null,null,null,null,null,null,null,"Timber Deck",{"$f":"IF(E18=BU23,0.05*$E$19/12,IF($E$17=$BU$23,VLOOKUP($E$17,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($BV23=\"\",\"\",$E$23)","v":""},{"$f":"IF(OR($E$17=BU23,$E$18=BU23),$E$24,\"\")","v":""},{"$f":"IF(OR($E$17=BU23,$E$18=BU23),$E$25,\"\")","v":""},{"$f":"IF(OR($E$17=BU23,$E$18=BU23),$E$26,\"\")","v":""},"ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Deck","Steel Deck (2)","Timber Deck","Timber Deck (2)",null,null,"Steel Deck"]
[null,null,null,"Fill Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$17,'Dead Load Calcs and Tables'!$E$11:$J$16,4,0),0)","v":0},null,null,{"$f":"IF(AND(E28=4,E30=\"Yes\"),\"Cant. 4:\",\"Span 4:\")","v":"Span 4:"},{"$f":"IF(N29=\"Yes\",\"-\",IF($O$8=1,IF($BR$64<$BR$63,VLOOKUP($M$17,$BN$39:$BT$45,2,0),\"footnote f\"),IF($O$8>1,IF($BR$62<$BR$61,VLOOKUP($M$17,$BN$39:$BT$45,5,0),\"footnote f\"),\"\")))","v":{"$error":"#N/A"}},{"$f":"IF(N29=\"Yes\",2,IF($O$8=1,MAX(BR63:BR64),MAX(BR61:BR62)))","v":{"$error":"#N/A"}},null,null,null,{"$f":"IF(E28<4,\"\",BR56)","v":""},null,null,null,"EV2",{"$f":"CR195","v":{"$error":"#N/A"}},{"$f":"CR196","v":{"$error":"#N/A"}},{"$f":"CR197","v":{"$error":"#N/A"}},{"$f":"CR198","v":{"$error":"#N/A"}},null,null,{"$f":"CR199/12","v":{"$error":"#N/A"}},null,{"$f":"CR200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CR201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CP193<=CP204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,null,null,{"$f":"AL24*AM24","v":0},null,{"$f":"AN24*AK24","v":0},null,{"$f":"AQ24*AP24","v":0},{"$f":"AL24*(AM24^3)/12","v":0},{"$f":"AK24*AS24","v":0},{"$f":"AP24*((AT$37-AQ24)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,{"$f":"BA24*BB24","v":0},null,{"$f":"BC24*AZ24","v":0},null,{"$f":"BF24*BE24","v":0},{"$f":"BA24*(BB24^3)/12","v":0},{"$f":"AZ24*BH24","v":0},{"$f":"BE24*((BI$37-BF24)^2)","v":0},null,null,null,"EV LIVE LOAD FACTOR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Options","Deck Thickness (in):","Designation","Designation","Plank Depth (in):","Plank Depth (in):"]
[null,null,null,"Wearing Surface Weight (ksf):",{"$f":"IFERROR(VLOOKUP($E$17,'Dead Load Calcs and Tables'!$E$11:$J$16,5,0),0)","v":0},null,null,{"$f":"IF(E30=\"Yes\",\"Cant 5:\",\"Span 5:\")","v":"Span 5:"},{"$f":"IF(N29=\"Yes\",\"-\",IF($O$8=1,IF($BS$64<$BS$63,VLOOKUP($M$17,$BN$39:$BT$45,2,0),\"footnote f\"),IF($O$8>1,IF($BS$62<$BS$61,VLOOKUP($M$17,$BN$39:$BT$45,5,0),\"footnote f\"),\"\")))","v":{"$error":"#N/A"}},{"$f":"IF(N29=\"Yes\",2,IF($O$8=1,MAX(BS63:BS64),MAX(BS61:BS62)))","v":{"$error":"#N/A"}},null,null,null,{"$f":"IF(E28<5,\"\",BS56)","v":""},null,null,null,"EV3",{"$f":"CP195","v":{"$error":"#N/A"}},{"$f":"CP196","v":{"$error":"#N/A"}},{"$f":"CP197","v":{"$error":"#N/A"}},{"$f":"CP198","v":{"$error":"#N/A"}},null,null,{"$f":"CP199/12","v":{"$error":"#N/A"}},null,{"$f":"CP200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CP201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CR193<=CR204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,null,null,{"$f":"AL25*AM25","v":0},null,{"$f":"AN25*AK25","v":0},null,{"$f":"AQ25*AP25","v":0},{"$f":"AL25*(AM25^3)/12","v":0},{"$f":"AK25*AS25","v":0},{"$f":"AP25*((AT$37-AQ25)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,{"$f":"BA25*BB25","v":0},null,{"$f":"BC25*AZ25","v":0},null,{"$f":"BF25*BE25","v":0},{"$f":"BA25*(BB25^3)/12","v":0},{"$f":"AZ25*BH25","v":0},{"$f":"BE25*((BI$37-BF25)^2)","v":0},null,null,null,null,"EV Crossing =",{"$f":"$J$10","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Weight of Corrugation (ksf):","Steel Plate Thickness (in):"]
[null,null,null,"Misc. Loads (ksf):",{"$f":"IFERROR(VLOOKUP($E$17,'Dead Load Calcs and Tables'!$E$11:$J$16,6,0),0)","v":0},null,null,"#Live load factor override columns will override the calculated values",null,null,null,null,null,null,null,null,null,"T3",{"$f":"CT195","v":{"$error":"#N/A"}},{"$f":"CT196","v":{"$error":"#N/A"}},{"$f":"CT197","v":{"$error":"#N/A"}},{"$f":"CT198","v":{"$error":"#N/A"}},null,null,{"$f":"CT199/12","v":{"$error":"#N/A"}},null,{"$f":"CT200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CT201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CT193<=CT204,\"<<<\",\"\")","v":"<<<"},null,null,"Rolled Section(s)\n[Non-Rectangular]",null,"# of \nSections","-","-","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,"Rolled Section(s)\n[Non-Rectangular]",null,"# of \nSections","-","-","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,null,null,"ADTT =",{"$f":"$J$8*$J$9","v":0.5},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"  "]
[null,"DATA INPUT TABLE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T3S2",{"$f":"CV195","v":{"$error":"#N/A"}},{"$f":"CV196","v":{"$error":"#N/A"}},{"$f":"CV197","v":{"$error":"#N/A"}},{"$f":"CV198","v":{"$error":"#N/A"}},null,null,{"$f":"CV199/12","v":{"$error":"#N/A"}},null,{"$f":"CV200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CV201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CV193<=CV204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,"-","-","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,null,null,"-","-","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"  "," "]
[null,"Number of Spans:",null,null,null,"CL-CL Flatcar Spacing (For LLDF) (ft):",null,null,null,null,null,null,null,null,null,null,null,"T3-3",{"$f":"CX195","v":{"$error":"#N/A"}},{"$f":"CX196","v":{"$error":"#N/A"}},{"$f":"CX197","v":{"$error":"#N/A"}},{"$f":"CX198","v":{"$error":"#N/A"}},null,null,{"$f":"CX199/12","v":{"$error":"#N/A"}},null,{"$f":"CX200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CX201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CX193<=CX204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,"-","-",null,null,{"$f":"AK28*AN28","v":0},null,{"$f":"AQ28*AP28","v":0},null,{"$f":"AK28*AS28","v":0},{"$f":"AP28*((AT$37-AQ28)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. C15 x 33.9",null,2,"-","-",10,null,{"$f":"AZ28*BC28","v":20},22.5,{"$f":"BF28*BE28","v":450},315,{"$f":"AZ28*BH28","v":630},{"$f":"BE28*((BI$37-BF28)^2)","v":127.8681690598176},null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(BP26>0,BP26<1000),1.1,IF(OR(BP26=0,BP26>6000),1.3,(1.3-1.1)*(BP26-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "," "," "," "," "]
[null,null,null,"Is First Span a Cantilever:","No","Analyze 1 Truck per Flatcar?",null,null,null,null,null,null,null,null,null,null,null,"NRL",{"$f":"CZ195","v":{"$error":"#N/A"}},{"$f":"CZ196","v":{"$error":"#N/A"}},{"$f":"CZ197","v":{"$error":"#N/A"}},{"$f":"CZ198","v":{"$error":"#N/A"}},null,null,{"$f":"CZ199/12","v":{"$error":"#N/A"}},null,{"$f":"CZ200/12","v":{"$error":"#N/A"}},null,null,{"$f":"CZ201/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CZ193<=CZ204,\"<<<\",\"\")","v":"<<<"},null,null,null,null,null,"-","-",null,null,{"$f":"AK29*AN29","v":0},null,{"$f":"AQ29*AP29","v":0},null,{"$f":"AK29*AS29","v":0},{"$f":"AP29*((AT$37-AQ29)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. HP14 x 73",null,2,"-","-",21.4,null,{"$f":"AZ29*BC29","v":42.8},23.2,{"$f":"BF29*BE29","v":992.95999999999992},729,{"$f":"AZ29*BH29","v":1458},{"$f":"BE29*((BI$37-BF29)^2)","v":446.11874168548388},null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(BP26>0,BP26<1000),1.1,IF(OR(BP26=0,BP26>6000),1.2,(1.2-1.1)*(BP26-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Slab Embedment (in):"," "," "," "," "," "," "]
[null,null,null,"Is Last Span a Cantilever:","No","Flatcar Width (for Dead Loads) (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK30*AN30","v":0},null,{"$f":"AQ30*AP30","v":0},null,{"$f":"AK30*AS30","v":0},{"$f":"AP30*((AT$37-AQ30)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"-","-",null,null,{"$f":"AZ30*BC30","v":0},null,{"$f":"BF30*BE30","v":0},null,{"$f":"AZ30*BH30","v":0},{"$f":"BE30*((BI$37-BF30)^2)","v":0},null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(BP26>0,BP26<1000),1.1,IF(OR(BP26=0,BP26>6000),1.5,(1.5-1.1)*(BP26-1000)/5000+1.1))","v":1.1000000000000001}]
[null,"Span ID:",null,null,{"$f":"IF(E28=1,\"Span 1\",IF(E29=\"Yes\",\"Cantilever 1\",\"Span 1\"))","v":"Span 1"},{"$f":"IF(AND(E28=2,E30=\"Yes\"),\"Cantilever 2\",\"Span 2\")","v":"Span 2"},null,null,{"$f":"IF(AND(E28=3,E30=\"Yes\"),\"Cantilever 3\",\"Span 3\")","v":"Span 3"},null,{"$f":"IF(AND(E28=4,E30=\"Yes\"),\"Cantilever 4\",\"Span 4\")","v":"Span 4"},null,null,{"$f":"IF(E30=\"Yes\",\"Cantilever 5\",\"Span 5\")","v":"Span 5"},null,null,null,"Controlling Moments (Negative)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK31*AN31","v":0},null,{"$f":"AQ31*AP31","v":0},null,{"$f":"AK31*AS31","v":0},{"$f":"AP31*((AT$37-AQ31)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"-","-",null,null,{"$f":"AZ31*BC31","v":0},null,{"$f":"BF31*BE31","v":0},null,{"$f":"AZ31*BH31","v":0},{"$f":"BE31*((BI$37-BF31)^2)","v":0},null,null,null,null,"Min lanes =",{"$f":"$O$8","v":1}]
[null,"Span Length (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span","% span","Flatcar Segment","Segment %",null,null,"Capacity (k-ft)",null,"DL (k-ft)",null,null,"LL (k-ft)",null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK32*AN32","v":0},null,{"$f":"AQ32*AP32","v":0},null,{"$f":"AK32*AS32","v":0},{"$f":"AP32*((AT$37-AQ32)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"-","-",null,null,{"$f":"AZ32*BC32","v":0},null,{"$f":"BF32*BE32","v":0},null,{"$f":"AZ32*BH32","v":0},{"$f":"BE32*((BI$37-BF32)^2)","v":0},null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(M59=\"\",\"\",IF(BP31<2,1.3,IF(BP25=1,BP28,BP30)))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H",{"$f":"CD206","v":{"$error":"#N/A"}},{"$f":"CD207","v":{"$error":"#N/A"}},{"$f":"CD208","v":{"$error":"#N/A"}},{"$f":"CD209","v":{"$error":"#N/A"}},null,null,{"$f":"CD210/12","v":{"$error":"#N/A"}},null,{"$f":"CD211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CD212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CD193<=CD204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,"Σ =",null,{"$f":"SUM(AP21:AP25)+SUM(AP28:AP32)","v":0},"Σ =",{"$f":"SUM(AR21:AR25)+SUM(AR28:AR32)","v":0},"Σ =",{"$f":"SUM(AT21:AT25)+SUM(AT28:AT32)","v":0},{"$f":"SUM(AU21:AU25)+SUM(AU28:AU32)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Σ =",null,{"$f":"SUM(BE21:BE25)+SUM(BE28:BE32)","v":132.89375000000001},"Σ =",{"$f":"SUM(BG21:BG25)+SUM(BG28:BG32)","v":2654.085},"Σ =",{"$f":"SUM(BI21:BI25)+SUM(BI28:BI32)","v":3327.395833333333},{"$f":"SUM(BJ21:BJ25)+SUM(BJ28:BJ32)","v":12001.978854306593},null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(M59=\"\",\"\",IF(BP31<2,1.3,IF(BP25=1,BP27,BP29)))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck","Steel Corrugated Deck","Steel Plate Deck","Steel Open Grid Deck","Timber Plank","Nail Laminated Timbers","Glue Laminated Timbers"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS",{"$f":"CF206","v":{"$error":"#N/A"}},{"$f":"CF207","v":{"$error":"#N/A"}},{"$f":"CF208","v":{"$error":"#N/A"}},{"$f":"CF209","v":{"$error":"#N/A"}},null,null,{"$f":"CF210/12","v":{"$error":"#N/A"}},null,{"$f":"CF211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CF212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CF193<=CF204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,"+",{"$f":"AT33","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,"+",{"$f":"BI33","v":3327.395833333333},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Thickness (in):","Designation","Designation","Open Grid Depth (in):","Plank Depth (in):","Timber Depth (in):","Timber Depth (in):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU4",{"$f":"CH206","v":{"$error":"#N/A"}},{"$f":"CH207","v":{"$error":"#N/A"}},{"$f":"CH208","v":{"$error":"#N/A"}},{"$f":"CH209","v":{"$error":"#N/A"}},null,null,{"$f":"CH210/12","v":{"$error":"#N/A"}},null,{"$f":"CH211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CH212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CH193<=CH204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,"Ix =",{"$f":"AU34+AU33","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"Ix =",{"$f":"BJ34+BJ33","v":15329.374687639927},null,null,null,null,"Single Lane",null,null,"2 or More Lanes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"f'c (ksi):","Weight of Corrugation (ksf):","Steel Plate Thickness (in):","Weight of Open Grid (ksf):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU5",{"$f":"CJ206","v":{"$error":"#N/A"}},{"$f":"CJ207","v":{"$error":"#N/A"}},{"$f":"CJ208","v":{"$error":"#N/A"}},{"$f":"CJ209","v":{"$error":"#N/A"}},null,null,{"$f":"CJ210/12","v":{"$error":"#N/A"}},null,{"$f":"CJ211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CJ212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CJ193<=CJ204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"S/?","Use footnote f if S exceeds (ft)","Footnote f\nLLDF\n(span 1)","S/?","Use footnote f if S exceeds (ft)","Footnote f\nLLDF\n(span 1)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","Fill Depth above top of deck (in):","  ","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):"]
[null,"FLATCAR INPUT TABLE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SU6",{"$f":"CL206","v":{"$error":"#N/A"}},{"$f":"CL207","v":{"$error":"#N/A"}},{"$f":"CL208","v":{"$error":"#N/A"}},{"$f":"CL209","v":{"$error":"#N/A"}},null,null,{"$f":"CL210/12","v":{"$error":"#N/A"}},null,{"$f":"CL211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CL212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CL193<=CL204,\"\",\"<<<\")","v":""},null,null,null,"WSegment =",null,null,"ΣA*0.49/144 =",{"$f":"0.49*AP33/144","v":0},"kip/ft",null,"yBot =",null,"ΣA*y/ΣA =",{"$f":"AR33/AP33","v":{"$error":"#DIV/0!"}},null,null,null,null,"WSegment =",null,null,"ΣA*0.49/144 =",{"$f":"0.49*BE33/144","v":0.45220789930555561},"kip/ft",null,"yBot =",null,"ΣA*y/ΣA =",{"$f":"BG33/BE33","v":19.971480976343884},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","Unit weight of fill material (kcf):","  "," "," "," "]
[null,"Number of Segments:",null,null,null,"Fy (ksi):",null,null,{"$f":"BQ22","v":36},null,null,null,null,null,null,null,null,"SU7",{"$f":"CN206","v":{"$error":"#N/A"}},{"$f":"CN207","v":{"$error":"#N/A"}},{"$f":"CN208","v":{"$error":"#N/A"}},{"$f":"CN209","v":{"$error":"#N/A"}},null,null,{"$f":"CN210/12","v":{"$error":"#N/A"}},null,{"$f":"CN211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CN212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CN193<=CN204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,"Sx-Bot =",null,"Ix/ybot =",{"$f":"AU35/AT37","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,"Sx-Bot =",null,"Ix/ybot =",{"$f":"BJ35/BI37","v":767.56324209493994},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Composite Action (Y/N):"," "," "," "," "," "," "]
[null,null,null,null,"Segment 1","Segment 2",null,null,"Segment 3 ",null,"Segment 4",null,null,"Segment 5",null,null,null,"EV2",{"$f":"CR206","v":{"$error":"#N/A"}},{"$f":"CR207","v":{"$error":"#N/A"}},{"$f":"CR208","v":{"$error":"#N/A"}},{"$f":"CR209","v":{"$error":"#N/A"}},null,null,{"$f":"CR210/12","v":{"$error":"#N/A"}},null,{"$f":"CR211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CR212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CP193<=CP204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,"yTop =",null,"Depth - yBot =",{"$f":"AT17-AT37","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,"yTop =",null,"Depth - yBot =",{"$f":"BI17-BI37","v":10.028519023656116},null,null,null,null,"Concrete Deck",7,10,{"$f":"IF(ISBLANK($BP39),0,IF($N$28>$BP39,1+($N$28-6)/$N$28,0))","v":0},5.5,14,{"$f":"IF(ISBLANK($BS39),0,IF($N$28>$BS39,1+($N$28-6)/$N$28+($N$28-4)/$N$28+IF($N$28>10,($N$28-10)/$N$28,0),0))","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Slab Embedment (in):"," "," "," "," "," "," "]
[null,"Segment Length (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3",{"$f":"CP206","v":{"$error":"#N/A"}},{"$f":"CP207","v":{"$error":"#N/A"}},{"$f":"CP208","v":{"$error":"#N/A"}},{"$f":"CP209","v":{"$error":"#N/A"}},null,null,{"$f":"CP210/12","v":{"$error":"#N/A"}},null,{"$f":"CP211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CP212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CR193<=CR204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,"Sx-Top =",null,"Ix/yTop =",{"$f":"AU35/AT39","v":{"$error":"#DIV/0!"}},"in3",null,null,null,null,null,null,null,null,null,null,"Sx-Top =",null,"Ix/yTop =",{"$f":"BJ35/BI39","v":1528.5781132268589},"in3",null,null,null,"Steel Corrugated Deck",5.5,null,0,4.5,null,0]
[null,"Start Moment of Inertia (in4):",null,null,null,{"$f":"E45","v":0},null,null,null,null,null,null,null,null,null,null,null,"T3",{"$f":"CT206","v":{"$error":"#N/A"}},{"$f":"CT207","v":{"$error":"#N/A"}},{"$f":"CT208","v":{"$error":"#N/A"}},{"$f":"CT209","v":{"$error":"#N/A"}},null,null,{"$f":"CT210/12","v":{"$error":"#N/A"}},null,{"$f":"CT211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CT212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CT193<=CT204,\"\",\"<<<\")","v":""},null,null,"Flatcar Properties Calculator",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Flatcar Properties Calculator",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Plate Deck",5.5,null,0,4.5,null,0]
[null,"Start Sx-Bot (in3):",null,null,null,{"$f":"E46","v":0},null,null,null,null,null,null,null,null,null,null,null,"T3S2",{"$f":"CV206","v":{"$error":"#N/A"}},{"$f":"CV207","v":{"$error":"#N/A"}},{"$f":"CV208","v":{"$error":"#N/A"}},{"$f":"CV209","v":{"$error":"#N/A"}},null,null,{"$f":"CV210/12","v":{"$error":"#N/A"}},null,{"$f":"CV211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CV212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CV193<=CV204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IF($O$18>4,6,4.5)","v":4.5},{"$f":"IF($O$18>4,6,\"\")","v":""},0,{"$f":"IF($O$18>4,5,4)","v":4},{"$f":"IF($O$18>4,10.5,\"\")","v":""},0]
[null,"Start Sx-Top (in3):",null,null,null,{"$f":"E47","v":0},null,null,null,null,null,null,null,null,null,null,null,"T3-3",{"$f":"CX206","v":{"$error":"#N/A"}},{"$f":"CX207","v":{"$error":"#N/A"}},{"$f":"CX208","v":{"$error":"#N/A"}},{"$f":"CX209","v":{"$error":"#N/A"}},null,null,{"$f":"CX210/12","v":{"$error":"#N/A"}},null,{"$f":"CX211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CX212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CX193<=CX204,\"\",\"<<<\")","v":""},null,null,null,"Flatcar Segment Description:",null,null,null,null,null,null,null,null,"Total Depth of Flatcar Segment (in):",null,"in",null,null,null,"Flatcar Segment Description:","EXAMPLE: S. Flatcar (End Section)",null,null,null,null,null,null,null,"Total Depth of Flatcar Segment (in):",15,"in",null,null,null,"Timber Plank",4,null,0,3.75,null,0]
[null,"Start WSegment (k/ft):",null,null,null,{"$f":"E48","v":0},null,null,null,null,null,null,null,null,null,null,null,"NRL",{"$f":"CZ206","v":{"$error":"#N/A"}},{"$f":"CZ207","v":{"$error":"#N/A"}},{"$f":"CZ208","v":{"$error":"#N/A"}},{"$f":"CZ209","v":{"$error":"#N/A"}},null,null,{"$f":"CZ210/12","v":{"$error":"#N/A"}},null,{"$f":"CZ211/12","v":{"$error":"#N/A"}},null,null,{"$f":"CZ212/12","v":{"$error":"#N/A"}},null,{"$f":"IF(CZ193<=CZ204,\"\",\"<<<\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nail Laminated Timbers",{"$f":"IF($O$18>6,5,4.5)","v":4.5},{"$f":"IF($O$18>6,5,\"\")","v":""},0,{"$f":"IF($O$18>6,4.25,4)","v":4},{"$f":"IF($O$18>6,6.5,\"\")","v":""},0]
[null,"End Moment of Inertia (in4):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Plate Section(s)\n[Rectangular]",null,"# of \nSections","b","h","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,"Plate Section(s)\n[Rectangular]",null,"# of \nSections","b","h","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,null,"Glue Laminated Timbers",{"$f":"IF($O$18>4,5.25,4.5)","v":4.5},{"$f":"IF($O$18>4,5.5,\"\")","v":""},0,{"$f":"IF($O$18>4,4.5,4)","v":4},{"$f":"IF($O$18>4,7,\"\")","v":""},0]
[null,"End Sx-Bot (in3):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[in]","[in]","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,null,null,"[in]","[in]","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]"]
[null,"End Sx-Top (in3):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AL47*AM47","v":0},null,{"$f":"AN47*AK47","v":0},null,{"$f":"AQ47*AP47","v":0},{"$f":"AL47*(AM47^3)/12","v":0},{"$f":"AK47*AS47","v":0},{"$f":"AP47*((AT$66-AQ47)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. 3/8\" x 83\" Top Plate (Deck)",null,1,83,0.375,{"$f":"BA47*BB47","v":31.125},null,{"$f":"BC47*AZ47","v":31.125},14.8125,{"$f":"BF47*BE47","v":461.0390625},{"$f":"BA47*(BB47^3)/12","v":0.36474609375},{"$f":"AZ47*BH47","v":0.36474609375},{"$f":"BE47*((BI$66-BF47)^2)","v":1123.9236409406021}]
[null,"End WSegment (k/ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AL48*AM48","v":0},null,{"$f":"AN48*AK48","v":0},null,{"$f":"AQ48*AP48","v":0},{"$f":"AL48*(AM48^3)/12","v":0},{"$f":"AK48*AS48","v":0},{"$f":"AP48*((AT$66-AQ48)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. 12.125\" x 5/16\" Side Plate",null,2,0.3125,12.125,{"$f":"BA48*BB48","v":3.7890625},null,{"$f":"BC48*AZ48","v":7.578125},8.5625,{"$f":"BF48*BE48","v":64.8876953125},{"$f":"BA48*(BB48^3)/12","v":46.420949300130211},{"$f":"AZ48*BH48","v":92.841898600260421},{"$f":"BE48*((BI$66-BF48)^2)","v":0.43956309756302303}]
[null,"Misc. Dead Load per Segment (k/ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AL49*AM49","v":0},null,{"$f":"AN49*AK49","v":0},null,{"$f":"AQ49*AP49","v":0},{"$f":"AL49*(AM49^3)/12","v":0},{"$f":"AK49*AS49","v":0},{"$f":"AP49*((AT$66-AQ49)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. 1\" x 24\" Bottom Plate",null,1,24,1,{"$f":"BA49*BB49","v":24},null,{"$f":"BC49*AZ49","v":24},2,{"$f":"BF49*BE49","v":48},{"$f":"BA49*(BB49^3)/12","v":2},{"$f":"AZ49*BH49","v":2},{"$f":"BE49*((BI$66-BF49)^2)","v":1110.850645064892}]
[null,null,null,null,{"$f":"IF(SUM(E40:O40)<>SUM(E32:O32),\"***Total span lengths do not equal total segment lengths***\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AL50*AM50","v":0},null,{"$f":"AN50*AK50","v":0},null,{"$f":"AQ50*AP50","v":0},{"$f":"AL50*(AM50^3)/12","v":0},{"$f":"AK50*AS50","v":0},{"$f":"AP50*((AT$66-AQ50)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,{"$f":"BA50*BB50","v":0},null,{"$f":"BC50*AZ50","v":0},null,{"$f":"BF50*BE50","v":0},{"$f":"BA50*(BB50^3)/12","v":0},{"$f":"AZ50*BH50","v":0},{"$f":"BE50*((BI$66-BF50)^2)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AL51*AM51","v":0},null,{"$f":"AN51*AK51","v":0},null,{"$f":"AQ51*AP51","v":0},{"$f":"AL51*(AM51^3)/12","v":0},{"$f":"AK51*AS51","v":0},{"$f":"AP51*((AT$66-AQ51)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,{"$f":"BA51*BB51","v":0},null,{"$f":"BC51*AZ51","v":0},null,{"$f":"BF51*BE51","v":0},{"$f":"BA51*(BB51^3)/12","v":0},{"$f":"AZ51*BH51","v":0},{"$f":"BE51*((BI$66-BF51)^2)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled Section(s)\n[Non-Rectangular]",null,"# of \nSections","-","-","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,"Rolled Section(s)\n[Non-Rectangular]",null,"# of \nSections","-","-","AIndividual",null,"ATotal","Y","ATotal*Y","IIndividual","Itotal","A*(yb-Y)2",null,null,null,"Live Load Factors"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Flatcar Inputs Visual:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,null,null,"-","-","[in2]",null,"[in2]","[in]","[in3]","[in4]","[in4]","[in4]",null,null,null,null,"Span 1","Span 2","Span 3","Span 4","Span 5"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK55*AN55","v":0},null,{"$f":"AQ55*AP55","v":0},null,{"$f":"AK55*AS55","v":0},{"$f":"AP55*((AT$66-AQ55)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. C15 x 33.9",null,2,"-","-",10,null,{"$f":"AZ55*BC55","v":20},7.5,{"$f":"BF55*BE55","v":150},315,{"$f":"AZ55*BH55","v":630},{"$f":"BE55*((BI$66-BF55)^2)","v":33.973935253337153},null,null,null,"Impact Factor",{"$f":"IF(OR(BO$57=0,BO$57=\"\"),BO$56,BO$57)","v":1.3},{"$f":"IF(OR(BP$57=0,BP$57=\"\"),BP$56,BP$57)","v":1.3},{"$f":"IF(OR(BQ$57=0,BQ$57=\"\"),BQ$56,BQ$57)","v":1.3},{"$f":"IF(OR(BR$57=0,BR$57=\"\"),BR$56,BR$57)","v":1.3},{"$f":"IF(OR(BS$57=0,BS$57=\"\"),BS$56,BS$57)","v":1.3}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK56*AN56","v":0},null,{"$f":"AQ56*AP56","v":0},null,{"$f":"AK56*AS56","v":0},{"$f":"AP56*((AT$66-AQ56)^2)","v":{"$error":"#DIV/0!"}},null,null,"Ex. HP14 x 73",null,2,"-","-",21.4,null,{"$f":"AZ56*BC56","v":42.8},8.9,{"$f":"BF56*BE56","v":380.92},729,{"$f":"AZ56*BH56","v":1458},{"$f":"BE56*((BI$66-BF56)^2)","v":0.39988195856290804},null,null,null,"Impact Factor Calculated",{"$f":"IF((1+(50/(($E$32-E33)+125)))>1.3,1.3,1+(50/(($E$32-E33)+125)))","v":1.3},{"$f":"IF((1+(50/(($F$32-$F$33)+125)))>1.3,1.3,1+(50/(($F$32-$F$33)+125)))","v":1.3},{"$f":"IF((1+(50/(($I$32-$I$33)+125)))>1.3,1.3,1+(50/(($I$32-$I$33)+125)))","v":1.3},{"$f":"IF((1+(50/(($K$32-$K$33)+125)))>1.3,1.3,1+(50/(($K$32-$K$33)+125)))","v":1.3},{"$f":"IF((1+(50/(($N$32-$N$33)+125)))>1.3,1.3,1+(50/(($N$32-$N$33)+125)))","v":1.3}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK57*AN57","v":0},null,{"$f":"AQ57*AP57","v":0},null,{"$f":"AK57*AS57","v":0},{"$f":"AP57*((AT$66-AQ57)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"-","-",null,null,{"$f":"AZ57*BC57","v":0},null,{"$f":"BF57*BE57","v":0},null,{"$f":"AZ57*BH57","v":0},{"$f":"BE57*((BI$66-BF57)^2)","v":0},null,null,null,"Impact Factor Override",{"$f":"O21","v":0},{"$f":"O22","v":0},{"$f":"O23","v":0},{"$f":"O24","v":0},{"$f":"O25","v":0}]
[null,null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK58*AN58","v":0},null,{"$f":"AQ58*AP58","v":0},null,{"$f":"AK58*AS58","v":0},{"$f":"AP58*((AT$66-AQ58)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"-","-",null,null,{"$f":"AZ58*BC58","v":0},null,{"$f":"BF58*BE58","v":0},null,{"$f":"AZ58*BH58","v":0},{"$f":"BE58*((BI$66-BF58)^2)","v":0},null,null,null,"Distribution Factor",{"$f":"IF(BO60<>0,BO60,IF($O$8=1,MAX(BO63:BO64),MAX(BO61:BO62)))","v":{"$error":"#N/A"}},{"$f":"IF(E28<2,\"\",IF(BP60<>0,BP60,IF($O$8=1,MAX(BP63:BP64),MAX(BP61:BP62))))","v":""},{"$f":"IF(E28<3,\"\",IF(BQ60<>0,BQ60,IF($O$8=1,MAX(BQ63:BQ64),MAX(BQ61:BQ62))))","v":""},{"$f":"IF(E28<4,\"\",IF(BR60<>0,BR60,IF($O$8=1,MAX(BR63:BR64),MAX(BR61:BR62))))","v":""},{"$f":"IF(E28<5,\"\",IF(BS60<>0,BS60,IF($O$8=1,MAX(BS63:BS64),MAX(BS61:BS62))))","v":""}]
[null,null,null,null,null,null,null,"HS Inventory:",null,null,null,null,{"$f":"IF(ISERROR(CF215*20),\"\",CF215*20)","v":""},null,{"$f":"IF(ISERROR(CF215),\"\",CF215)","v":""}]
[null,null,null,null,null,null,null,"HS Operating:",null,null,null,null,{"$f":"IF(ISERROR(CF216*20),\"\",CF216*20)","v":""},null,{"$f":"IF(ISERROR(CF216),\"\",CF216)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","-",null,null,{"$f":"AK60*AN60","v":0},null,{"$f":"AQ60*AP60","v":0},null,{"$f":"AK60*AS60","v":0},{"$f":"AP60*((AT$66-AQ60)^2)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"-","-",null,null,{"$f":"AZ60*BC60","v":0},null,{"$f":"BF60*BE60","v":0},null,{"$f":"AZ60*BH60","v":0},{"$f":"BE60*((BI$66-BF60)^2)","v":0},null,null,null,"Distribution Factor Override",{"$f":"IF(N29=\"Yes\",2,$M$21)","v":0},{"$f":"IF(N29=\"Yes\",2,$M$22)","v":0},{"$f":"IF(N29=\"Yes\",2,$M$23)","v":0},{"$f":"IF(N29=\"Yes\",2,$M$24)","v":0},{"$f":"IF(N29=\"Yes\",2,$M$25)","v":0}]
[null,null,null,null,null,null,null,"¥£ H Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Σ =",null,{"$f":"SUM(AP47:AP51)+SUM(AP55:AP60)","v":0},"Σ =",{"$f":"SUM(AR47:AR51)+SUM(AR55:AR60)","v":0},"Σ =",{"$f":"SUM(AT47:AT51)+SUM(AT55:AT60)","v":0},{"$f":"SUM(AU47:AU51)+SUM(AU55:AU60)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,"Σ =",null,{"$f":"SUM(BE47:BE51)+SUM(BE55:BE60)","v":125.503125},"Σ =",{"$f":"SUM(BG47:BG51)+SUM(BG55:BG60)","v":1104.8467578125001},"Σ =",{"$f":"SUM(BI47:BI51)+SUM(BI55:BI60)","v":2183.2066446940103},{"$f":"SUM(BJ47:BJ51)+SUM(BJ55:BJ60)","v":2269.5876663149575},null,null,null,"Distribution Factor (multi-lane)=",{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,5,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,5,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,5,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,5,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,5,0)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"H Inventory:",null,null,null,null,{"$f":"IF(ISERROR(CD215*20),\"\",CD215*20)","v":""},null,{"$f":"IF(ISERROR(CD215),\"\",CD215)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"+",{"$f":"AT61","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,"+",{"$f":"BI61","v":2183.2066446940103},null,null,null,"footnote f (multi-lane)=",{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,7,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,7,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,7,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,7,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,7,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"H Operating:",null,null,null,null,{"$f":"IF(ISERROR(CD216*20),\"\",CD216*20)","v":""},null,{"$f":"IF(ISERROR(CD216),\"\",CD216)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ix =",{"$f":"AU62+AU61","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"Ix =",{"$f":"BJ62+BJ61","v":4452.7943110089673},null,null,null,"Distribution Factor (single-lane)=",{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,2,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,2,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,2,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,2,0)","v":{"$error":"#N/A"}},{"$f":"$N$28/VLOOKUP($M$17,$BN$39:$BT$45,2,0)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"footnote f (single-lane)=",{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,4,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,4,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,4,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,4,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}},{"$f":"IF($N$28>VLOOKUP($M$17,$BN$39:$BT$45,4,0),1+($N$28-6)/$N$28,0)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"SU4 Operating:",null,{"$f":"IF(ISERROR(CH216),\"\",CH216)","v":""},null,"TYPE 3:",null,null,{"$f":"IF(ISERROR(CT216),\"\",CT216)","v":""}]
[null,null,null,null,null,null,null,"SU5 Operating:",null,{"$f":"IF(ISERROR(CJ216),\"\",CJ216)","v":""},null,"TYPE 3S2:",null,null,{"$f":"IF(ISERROR(CV216),\"\",CV216)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"WSegment =",null,null,"ΣA*0.49/144 =",{"$f":"0.49*AP61/144","v":0},"kip/ft",null,"yBot =",null,"ΣA*y/ΣA =",{"$f":"AR61/AP61","v":{"$error":"#DIV/0!"}},"in",null,null,null,"WSegment =",null,null,"ΣA*0.49/144 =",{"$f":"0.49*BE61/144","v":0.42705924479166663},"kip/ft",null,"yBot =",null,"ΣA*y/ΣA =",{"$f":"BG61/BE61","v":8.8033406165185131},"in"]
[null,null,null,null,null,null,null,"SU6 Operating:",null,{"$f":"IF(ISERROR(CL216),\"\",CL216)","v":""},null,"TYPE 3-3:",null,null,{"$f":"IF(ISERROR(CX216),\"\",CX216)","v":""},null,null,"C = Component (of Flatcar Analysis)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sx-Bot =",null,"Ix/ybot =",{"$f":"AU63/AT66","v":{"$error":"#DIV/0!"}},"in3",null,null,null,null,null,null,null,null,null,null,"Sx-Bot =",null,"Ix/ybot =",{"$f":"BJ63/BI66","v":505.80734121019719},"in3"]
[null,"€ - ","Strength Controls Ratings",null,null,null,null,"SU7 Operating:",null,{"$f":"IF(ISERROR(CN216),\"\",CN216)","v":""},null,"NRL:",null,null,{"$f":"IF(ISERROR(CZ216),\"\",CZ216)","v":""},null,null,"S = Segment Length (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"yTop =",null,"Depth - yBot =",{"$f":"AT43-AT66","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,null,null,null,null,"yTop =",null,"Depth - yBot =",{"$f":"BI43-BI66","v":6.1966593834814869},"in"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,"L = Span Length (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sx-Top =",null,"Ix/yTop =",{"$f":"AU63/AT68","v":{"$error":"#DIV/0!"}},"in3",null,null,null,null,null,null,null,null,null,null,"Sx-Top =",null,"Ix/yTop =",{"$f":"BJ63/BI68","v":718.57980815902795},"in3"]
[null,"£ - ","Strength Controls Ratings",null,null,null,null,"EV2 Operating:",null,{"$f":"IF(ISERROR(CP216),\"\",CP216)","v":""},null,"EV3 Operating:",null,null,{"$f":"IF(ISERROR(CR216),\"\",CR216)","v":""}]
[null,null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula."]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span Lengths"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span","Span","Span","Span","Span"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Non-Adjusted Support location, in","Number of segments","Segment\nlength, in","Segment Start Moment of \ninertia, in4","Segment End Moment of\ninertia, in4","DL \nk/in","Number of supports","Support location, in","Elastic\nmod., ksi","Number of Spans","Span Length, in",null,null,null,null,1,2,3,4,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length (ft)",{"$f":"IF(E32<0.001,0,E32)","v":0},{"$f":"IF(F32<0.001,0,F32)","v":0},{"$f":"IF(I32<0.001,0,I32)","v":0},{"$f":"IF(K32<0.001,0,K32)","v":0},{"$f":"IF(N32<0.001,0,N32)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Length (ft)",{"$f":"IF(E32<0.001,0,E32)","v":0},{"$f":"IF(F32<0.001,0,F32+BM78)","v":0},{"$f":"IF(I32<0.001,0,I32+BN78)","v":0},{"$f":"IF(K32<0.001,0,K32+BO78)","v":0},{"$f":"IF(N32<0.001,0,N32+BP78)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Impact Factor",{"$f":"BO55","v":1.3},{"$f":"BP55","v":1.3},{"$f":"BQ55","v":1.3},{"$f":"BR55","v":1.3},{"$f":"BS55","v":1.3},null,"Segment","Seg. Start (ft)","Seg. End (ft)","Start Sx-Bot (in3)","End Sx-Bot (in3)","Start Sx-Top (in3)","End Sx-Top (in3)","Total Length (ft):",null,"Span","Span. Start (ft)","Span. End (ft)"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($E$29=\"No\",BM78,BN78)*12","v":0},null,{"$f":"F40*12","v":0},{"$f":"F41","v":0},{"$f":"F45","v":0},{"$f":"-1*((F49+(F44+F48)/2+SUM($E$23:$F$26)*$N$30)/12)","v":0},null,0,null,null,{"$f":"F32*12","v":0},null,null,null,"Segment Lengths",null,null,null,null,null,null,1,0,{"$f":"BM85","v":0},{"$f":"E42","v":0},{"$f":"E46","v":0},{"$f":"E43","v":0},{"$f":"E47","v":0},{"$f":"BU81-BT81","v":0},null,1,0,{"$f":"BM77","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(BD80=1,AND(BD80=2,OR(E29=\"Yes\",E30=\"YES\"))),\"\",IF($E$29=\"No\",BN78,BO78)*12)","v":""},null,{"$f":"I40*12","v":0},{"$f":"I41","v":0},{"$f":"I45","v":0},{"$f":"-1*((I49+(I44+I48)/2+SUM($E$23:$F$26)*$N$30)/12)","v":0},null,"",null,null,{"$f":"I32*12","v":0},null,null,null,{"$f":"B38","v":"Number of Segments:"},{"$f":"E38","v":0},null,null,null,null,null,2,{"$f":"BM85","v":0},{"$f":"BN85","v":0},{"$f":"F42","v":0},{"$f":"F46","v":0},{"$f":"F43","v":0},{"$f":"F47","v":0},{"$f":"BU82-BT82","v":0},null,2,{"$f":"CD81","v":0},{"$f":"BN78","v":0}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(BD80<4,AND(BD80=4,OR(E29=\"Yes\",E30=\"YES\"))),\"\",IF($E$29=\"No\",BP78,BQ78)*12)","v":""},null,{"$f":"N40*12","v":0},{"$f":"N41","v":0},{"$f":"N45","v":0},{"$f":"-1*((N49+(N44+N48)/2+SUM($E$23:$F$26)*$N$30)/12)","v":0},null,"",null,null,{"$f":"N32*12","v":0},null,null,null,null,1,2,3,4,5,null,4,{"$f":"BO85","v":0},{"$f":"BP85","v":0},{"$f":"K42","v":0},{"$f":"K46","v":0},{"$f":"K43","v":0},{"$f":"K47","v":0},{"$f":"BU84-BT84","v":0},null,4,{"$f":"CD83","v":0},{"$f":"BP78","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(BD80<5,AND(BD80=5,OR(E29=\"YES\",E30=\"YES\"))),\"\",IF($E$29=\"No\",BQ78*12,0))","v":""},null,null,null,null,null,null,"",null,null,null,null,null,null,"Total Length (ft):",{"$f":"E40","v":0},{"$f":"F40+BM85","v":0},{"$f":"I40+BN85","v":0},{"$f":"K40+BO85","v":0},{"$f":"N40+BP85","v":0},null,5,{"$f":"BP85","v":0},{"$f":"BQ85","v":0},{"$f":"N42","v":0},{"$f":"N46","v":0},{"$f":"N43","v":0},{"$f":"N47","v":0},{"$f":"BU85-BT85","v":0},null,5,{"$f":"CD84","v":0},{"$f":"BQ78","v":0}]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H20",null,"HS20",null,"SU4",null,"SU5",null,"SU6",null,"SU7",null,"EV2",null,"EV3",null,"T3",null,"T3S2",null,"T3-3",null,"NRL"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling INV:",{"$f":"IF(CD94=\"\",#N/A,IF($E$28=1,CD193,MIN(CD193,CD204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CF94=\"\",#N/A,IF($E$28=1,CF193,MIN(CF193,CF204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CH94=\"\",#N/A,IF($E$28=1,CH193,MIN(CH193,CH204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CJ94=\"\",#N/A,IF($E$28=1,CJ193,MIN(CJ193,CJ204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CL94=\"\",#N/A,IF($E$28=1,CL193,MIN(CL193,CL204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CN94=\"\",#N/A,IF($E$28=1,CN193,MIN(CN193,CN204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CP94=\"\",#N/A,IF($E$28=1,CP193,MIN(CP193,CP204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CR94=\"\",#N/A,IF($E$28=1,CR193,MIN(CR193,CR204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CT94=\"\",#N/A,IF($E$28=1,CT193,MIN(CT193,CT204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CV94=\"\",#N/A,IF($E$28=1,CV193,MIN(CV193,CV204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CX94=\"\",#N/A,IF($E$28=1,CX193,MIN(CX193,CX204)))","v":{"$error":"#N/A"}},null,{"$f":"IF(CZ94=\"\",#N/A,IF($E$28=1,CZ193,MIN(CZ193,CZ204)))","v":{"$error":"#N/A"}},"Controlling INV"]
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{"sheet":"Timber Stringer","index":12,"n_rows":73,"n_cols":34,"rows_kept":73,"cut":false,"hidden":true,"merged":[[30,22,30,24],[31,22,31,24],[32,22,32,24],[28,22,28,25],[17,29,17,31],[18,30,18,31],[23,29,23,30],[32,1,32,3],[25,1,25,4],[31,1,31,3],[32,6,32,9],[26,6,26,9],[24,9,24,10],[0,15,0,17],[1,16,1,17],[15,1,15,4],[12,20,12,24],[26,1,26,3],[29,15,29,20],[0,1,0,10],[1,1,1,10],[6,1,6,10],[13,1,13,10],[11,7,11,10],[24,6,24,8],[8,7,8,8],[7,7,7,8],[15,6,15,10],[17,1,17,3],[9,7,9,8],[10,2,11,4],[10,1,11,1],[29,22,29,24],[16,1,16,3],[23,1,24,4],[19,1,19,3],[20,1,20,3],[71,1,72,10],[66,7,66,8],[67,7,67,8],[68,6,68,10],[69,7,69,8],[33,1,33,3],[34,1,34,3],[35,1,35,3],[44,1,44,3],[44,6,44,9],[45,1,45,3],[45,6,45,9],[46,1,46,3],[46,6,46,9],[47,1,47,3],[47,6,47,9],[38,1,38,10],[40,1,40,4],[40,6,40,10],[60,6,60,10],[61,6,61,8],[62,6,62,8],[63,6,63,10],[64,7,64,8],[50,19,51,25],[48,1,48,3],[48,6,48,9],[53,15,53,25],[49,1,49,3],[49,6,49,9],[57,6,57,10],[58,6,58,8],[59,6,59,8],[65,7,65,8],[61,19,62,25],[56,1,56,4],[57,1,66,4],[10,7,10,8],[43,15,43,25],[41,1,41,3],[41,6,41,9],[42,1,42,3],[42,6,42,9],[43,1,43,3],[43,6,43,9],[33,6,33,9],[31,6,31,9],[28,6,28,9],[22,1,22,3],[29,6,29,9],[27,6,27,9],[30,6,30,9],[28,1,28,3],[29,1,29,3],[30,1,30,3],[23,6,23,10],[25,6,25,9],[11,16,13,16],[11,17,13,17],[11,18,13,18],[26,15,27,20],[25,15,25,16],[24,15,24,16],[23,15,23,16],[22,15,22,16],[21,15,21,16],[20,15,20,16],[19,15,19,16],[18,15,18,16],[11,15,13,15],[16,6,16,9],[17,6,17,9],[18,6,18,9],[19,6,19,9],[20,6,20,9],[21,6,21,9],[22,6,22,9],[21,1,21,3],[18,1,18,3]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS"]
[null,"Timber Stringer (ASD)",null,null,null,null,null,null,null,null,null,null,null,null,null,"Material","Unit Weight",null,null,null,"Distribution Factor Calcs","1-lane bridge","Calculated (1-lane)","2-lane bridge","Calculated \n(2-lane)","Deck Tab"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete",0.15,"kcf",null,null,"Treated Timber","s/4.00",{"$f":"E23/4/12","v":0},"s/3.75",{"$f":"E23/3.75/12","v":0},"Timber Deck",null,null,null,"Deck Module for Dead Loads Options"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,"Steel",0.49,"kcf",null,null,"Untreated Timber","s/4.00",{"$f":"E23/4/12","v":0},"s/3.75",{"$f":"E23/3.75/12","v":0},"Timber Deck",null,null,null,"No Deck Import"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,null,"Wood/Timber",0.05,"kcf",null,null,"Nail Laminated Timber","s/4.50",{"$f":"E23/4.5/12","v":0},"s/4.00",{"$f":"E23/4/12","v":0},"Timber Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$11","v":"Concrete Deck"}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,"Soil (Light)",0.1,"kcf",null,null,"Corrugated Steel < 2\" thick","s/4.00",{"$f":"E23/4/12","v":0},"s/3.75",{"$f":"E23/3.75/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$12","v":"Steel Deck"}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Medium)",0.11,"kcf",null,null,"Corrugated Steel ≥ 2\" thick","s/5.50",{"$f":"E23/5.5/12","v":0},"s/4.50",{"$f":"E23/4.5/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$13","v":"Steel Deck (2)"}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,"Soil (Heavy)",0.12,"kcf",null,null,"Steel Grid","s/4.50",{"$f":"E23/4.5/12","v":0},"s/4.00",{"$f":"E23/4/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$14","v":"Timber Deck"}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,"Gravel",0.125,"kcf",null,null,"Steel Plate","s/4.50",{"$f":"E23/4.5/12","v":0},"s/4.00",{"$f":"E23/4/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$15","v":"Timber Deck (2)"}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,null,"Concrete on Timber Beams","s/6.00",{"$f":"E23/6/12","v":0},"s/5.00",{"$f":"E23/5/12","v":0},"Concrete Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$16","v":0}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,"Concrete on Steel Beams","s/7.00",{"$f":"E23/7/12","v":0},"s/5.50",{"$f":"E23/5.5/12","v":0},"Concrete Deck"]
[null,null,null,null,null,null,"Stringer Descr:",null,null,null,null,null,null,null,null,"Grade","Max Grain Slope","Maximum Knot Diamter (Edge Quarter)","Maximum Knot Diamter (Center Half)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Note: \"s\" = Stringer Spacing (ft)"]
[null,"Stringer Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Calculated =",null,{"$f":"VLOOKUP(J25,U3:W12,3,0)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP(J25,U3:Y12,5,0)","v":{"$error":"#N/A"}}]
[]
[null,"DATA INPUT TABLE",null,null,null,null,"STRINGER PROPERTIES",null,null,null,null,null,null,null,null,"Structural 86 Allowable","1\" in 18\"","1/16 height","1/8 height"]
[null,"Span ID:",null,null,null,null,"Stringer Height (in):",null,null,null,null,null,null,null,null,"Structural 72 Allowable","1\" in 14\"","1/8 height","1/4 height"]
[null,"Span Type:",null,null,null,null,"Notched Height (in):",null,null,null,null,null,null,null,null,"Structural 65 Allowable","1\" in 12\"","1/6 height","1/3 height",null,null,null,null,null,null,null,null,null,null,"Concrete Deck Allowable Compressive Stress",null,null,"Deck Selected",{"$f":"IF(D27=\"\",\"User Input Dead Loads\",D27)","v":"User Input Dead Loads"}]
[null,"Simple Span Length (ft):",null,null,null,null,"Stringer Width (in):",null,null,null,null,null,null,null,null,"Timber Grade or Condition***",null,"Protected (Bending)","Protected (Shear)","Unprotected (Bending)","Unprotected (Shear)",null,null,null,null,null,null,null,null,"Date Built","Compressive Stress",null,"LLDF Options",{"$f":"IF($AH$18=\"User Input Dead Loads\",U3,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),U3,IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U6,U10)))","v":"Treated Timber"}]
[null,"Controlling End Span (Cont.) Length (ft):",null,null,null,null,"Stringer Unit Weight (kcf):",null,null,null,{"$f":"Q5","v":0.05},null,null,null,null,"Clear Wood Lower Bound Strength",null,6.4,0.73,5.0999999999999996,0.68,null,null,null,null,null,null,null,null,"Before 1959 ",2.5,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U4,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),U4,IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U7,U11)))","v":"Untreated Timber"}]
[null,"Controlling Int. Span (Cont.) Length (ft):",null,null,null,null,"Allowable Bending Stress (Fb) (ksi):",null,null,null,null,null,null,null,null,"Clear Wood Allowable (Not Used)",null,3,0.18,2.4500000000000002,0.17,null,null,null,null,null,null,null,null,"1959-1982",3,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U5,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),U5,IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U8,U12)))","v":"Nail Laminated Timber"}]
[null,"End Span or Int. Span:",null,null,null,null,"Allowable Shear Stress (Fv) (ksi):",null,null,null,null,null,null,null,null,"Good Condition - Structural 86 Allowable",null,2.6,0.155,2.1,0.14499999999999999,null,null,null,null,null,null,null,null,"1982-1993",3.6,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U6,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),\"\",IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U9,\"\")))","v":"Corrugated Steel < 2\" thick"}]
[null,"**Stringer Spacing (in):",null,null,null,null,"Misc. Dead Load (klf):",null,null,null,null,null,null,null,null,"Good Condition - Structural 72 Allowable",null,2.2000000000000002,0.13,1.75,0.12,null,null,null,null,null,null,null,null,"After 1993 ",4,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U7,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),\"\",IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),\"\",\"\")))","v":"Corrugated Steel ≥ 2\" thick"}]
[null,"**It is generally accepted to use the average springer spacing if the actual spacing varies.",null,null,null,null,"MISC. STRINGER ANALYSIS PROPERTIES",null,null,null,null,null,null,null,null,"Good Condition - Structural 65 Allowable",null,2,0.115,1.6,0.11,null,null,null,null,null,null,null,null,"Recommended Design Compressive Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<1959,AE20,IF(VALUE($H$11)<1982,AE21,IF(VALUE($H$11)<1993,AE22,AE23)))","v":4},null,"Steel Grid"]
[null,null,null,null,null,null,"Deck Type for LLDF:",null,null,null,null,null,null,null,null,"Deteriorated Condition [Fair]",null,"-","-",1.2,9.5000000000000001E-2,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Plate"]
[null,"DECK INPUTS",null,null,null,null,"LL Distribution Factor:",null,null,null,{"$f":"IF(K8=1,W14,Y14)","v":{"$error":"#N/A"}},null,null,null,null,"Deteriorated Condition [Poor]",null,"-","-",0.8,8.5000000000000006E-2,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete on Timber Beams"]
[null,"Import Values from Defined Deck Module:",null,null,null,null,"LL Impact",null,null,null,1.3,null,null,null,null,"*** The recommended values above are for seasoned and pressure treated southern pine. Reduce these values by 25% for untreated timber. Stresses in the \"Protected\" column may be used if the stringers are above water in normal flow levels and if the deck prevents substantial saturation of the stringers due to rain.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete on Steel Beams"]
[null,null,null,"Deck Type:",{"$f":"IF($E$27=$AD$10,'User Input Dead Loads'!$E$17,IF($E$27=$AD$6,'Steel Deck'!E17,\"\"))","v":0},null,"Effective End Span Length (Continuous) (ft):",null,null,null,{"$f":"E20*M28","v":0},null,0.8,"< End Span Coeff.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0]
[null,{"$f":"IF(OR(E28=\"Steel Corrugated Deck\",E28=\"Steel Open Grid Deck\"),\"Deck Designation:\",\"Deck Thickness (in):\")","v":"Deck Thickness (in):"},null,null,{"$f":"IF($E$27=$AD$5,'Concrete Deck'!$E$18,IF(AND($E$27=$AD$6,OR($E$28=$P$33,$E$28=$P$35)),'Steel Deck'!$E$18:$F$18,IF(AND($E$27=$AD$6,$E$28=$P$34),'Steel Deck'!$E$20,IF($E$27=$AD$8,'Timber Deck'!$E$19,IF($E$27=$AD$10,IF($E$28=$P$34,'User Input Dead Loads'!$E$19,'User Input Dead Loads'!$E$18),\"\")))))","v":0},null,"Effective Int. Span Length (Continuous) (ft):",null,null,null,{"$f":"E21*M29","v":0},null,0.7,"< Int. Span Coeff.",null,null,null,null,null,null,null,null,"Dead Load (klf) Calcs"]
[null,null,null,null,null,null,"Controlling Equivalent Simple Span Length (ft):",null,null,null,{"$f":"IF(E18=\"Simple\",E19,IF(E22=\"End Span\",K28,K29))","v":0},null,null,null,null,"Deck Dead Load Calc (ksf)",null,null,null,null,null,null,"Deck+Fill+Wear. Surface (klf):",null,null,{"$f":"(IFERROR(VLOOKUP($E$27,$P$32:$U$36,3,0),VLOOKUP($E$28,$P$32:$U$36,3,0))+IFERROR(VLOOKUP($E$27,$P$32:$U$36,4,0),VLOOKUP($E$28,$P$32:$U$36,4,0))+IFERROR(VLOOKUP($E$27,$P$32:$U$36,5,0),VLOOKUP($E$28,$P$32:$U$36,5,0))+IFERROR(VLOOKUP($E$27,$P$32:$U$36,6,0),VLOOKUP($E$28,$P$32:$U$36,6,0)))*E23/12","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,"Distance to Critical Section (ft):",null,null,null,{"$f":"MIN((3*K17/12),K30/4)","v":0},null,null,null,null,null,"Deck","Deck OR","Fill","Wearing","Misc Loads",null,"Beam (klf):",null,null,{"$f":"((K19*K17)/144)*K20","v":0}]
[null,null,null,null,null,null,"K:",null,null,null,{"$f":"(IF(K18=\"\",K17,K18)/K17)^2","v":{"$error":"#DIV/0!"}},null,null,null,null,"Concrete Deck",{"$f":"IF(E28=P32,0.15*$E$29/12,IF($E$27=P32,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($Q32=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P32,$E$28=P32),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P32,$E$28=P32),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P32,$E$28=P32),$E$36,\"\")","v":""},null,"Misc DL (klf):",null,null,{"$f":"K23","v":0}]
[null,"Deck Weight (ksf):",null,null,{"$f":"IFERROR(INDEX($Q$32:$Q$38,IFERROR(MATCH($E$27,$P$32:$P$38,0),MATCH($E$28,$P$32:$P$38,0))),0)","v":0},null,"Effective Stringer Height (in):",null,null,null,{"$f":"K17*K32","v":{"$error":"#DIV/0!"}},null,null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($E$27=\"No Deck Import\",$E$28=$P$33),VLOOKUP($E$29,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($E$28=$P$33,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($Q33=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P33,$E$28=P33),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P33,$E$28=P33),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P33,$E$28=P33),$E$36,\"\")","v":""},null,"Total (klf):",null,null,{"$f":"Z30+Z31+Z32","v":{"$error":"#N/A"}}]
[null,"Fill Weight (ksf):",null,null,{"$f":"IFERROR(VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$J$16,4,0),0)","v":0},null,"Sx (in3):",null,null,null,{"$f":"(1/6)*K19*K17^2","v":0},null,null,null,null,"Steel Plate Deck",{"$f":"IF(E28=P34,0.49*$E$29/12,IF($E$28=$P$34,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($Q34=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P34,$E$28=P34),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P34,$E$28=P34),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P34,$E$28=P34),$E$36,\"\")","v":""}]
[null,"Wearing Surface Weight (ksf):",null,null,{"$f":"IFERROR(VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$J$16,5,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IFERROR(IF(AND($E$27=\"No Deck Import\",$E$28=$P$35),VLOOKUP($E$29,'Steel Deck'!$AM$28:$AY$35,4,FALSE),IF($E$28=$P$35,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($Q35=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P35,$E$28=P35),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P35,$E$28=P35),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P35,$E$28=P35),$E$36,\"\")","v":""}]
[null,"Misc. Loads (ksf):",null,null,{"$f":"IFERROR(VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$J$16,6,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,"Timber Deck",{"$f":"IF(E28=P36,0.05*$E$29/12,IF($E$27=$P$36,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($Q36=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P36,$E$28=P36),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P36,$E$28=P36),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P36,$E$28=P36),$E$36,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND($E$27=\"No Deck Import\",$E$28=$P37),$E$33,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND($E$27=\"No Deck Import\",$E$28=$P38),$E$33,\"\")","v":""}]
[null,"Analysis"]
[]
[null,"Moment Analysis",null,null,null,null,"Shear Analysis"]
[null,"H15 Wheel Line Moment (k-ft):",null,null,{"$f":"IF(K30=0,\"\",(IFERROR((IF(K30<U47,W46,IF(K30>V47,W50,W47))),\"\")))","v":""},null,"H15 Wheel Line Shear (k):",null,null,null,{"$f":"IFERROR((IF(K30<U57,W56,W57)),\"\")","v":""}]
[null,"HS15 Wheel Line Moment (k-ft):",null,null,{"$f":"IF(K30=0,\"\",IFERROR((IF(K30<X48,Z46,IF(K30<X49,Z48,IF(K30<X50,Z49,Z50)))),\"\"))","v":""},null,"HS15 Wheel Line Shear (k):",null,null,null,{"$f":"IFERROR((IF(K30<X60,Z58,IF(K30>Y60,Z61,Z60))),\"\")","v":""}]
[null,"MALL (k-ft):",null,null,{"$f":"IFERROR((K21*K34/12),\"\")","v":0},null,"VALL (k):",null,null,null,{"$f":"IFERROR((2/3*K19*K33*K22),\"\")","v":""},null,null,null,null,"H-15 / HS-15 MOMENT ANALYSIS"]
[null,"MDL (k-ft):",null,null,{"$f":"IFERROR(((Z33)*(K30)^2/8),\"\")","v":""},null,"VDL (k):",null,null,null,{"$f":"IFERROR(((K30/2-K31)*Z33),\"\")","v":""},null,null,null,null,"MALL","=",{"$f":"E44","v":0},"Fb*Sx",null,"Min Length","Max Length","H15","Min Length","Max Length","HS15"]
[null,"[H15] - MLL (k-ft):",null,null,{"$f":"IFERROR((K26*(E42)),\"\")","v":""},null,"[H15] - VLL (k):",null,null,null,{"$f":"IFERROR((0.5*(0.6+K26)*K42),\"\")","v":""},null,null,null,null,"MDL","=",{"$f":"E45","v":""},"(1/8)*W*L2","Equation 14-17",0,26.5,{"$f":"3*K30","v":0},0,23.9,{"$f":"3*K30","v":0}]
[null,"IR (H15):",null,null,{"$f":"IFERROR((15*(E44-E45)/E46),\"\")","v":""},null,"IR (H15):",null,null,null,{"$f":"IFERROR((15*(K44-K45)/K46),\"\")","v":""},null,null,null,null,"MLL","=",{"$f":"E46","v":""},null,"Equation 14-18",26.6,56.8,{"$f":"15*(K30/4-1.4+1.96/K30)","v":{"$error":"#DIV/0!"}}]
[null,"IR (HS15):",null,null,{"$f":"IFERROR((E47*R48),\"\")","v":""},null,"IR (HS15):",null,null,null,{"$f":"IFERROR((K47*R58),\"\")","v":""},null,null,null,null,"MLLH15/MLLHS15","=",{"$f":"E42/E43","v":{"$error":"#VALUE!"}},null,"Equation 14-19",null,null,null,24,33.799999999999997,{"$f":"24*(K30/4-3.5+12.25/K30)","v":{"$error":"#DIV/0!"}}]
[null,"OR (H15):",null,null,{"$f":"IFERROR((15*(1.36*E44-E45)/E46),\"\")","v":""},null,"OR (H15):",null,null,null,{"$f":"IFERROR((15*(1.36*K44-K45)/K46),\"\")","v":""},null,null,null,null,"IR (H15)","=",{"$f":"E47","v":""},"H15*(MALL - MDL)/MLL","Equation 14-20",null,null,null,33.799999999999997,144.80000000000001,{"$f":"27*(K30/4-3.89+5.44/K30)","v":{"$error":"#DIV/0!"}}]
[null,"OR (HS15):",null,null,{"$f":"IFERROR((E49*R48),\"\")","v":""},null,"OR (HS15):",null,null,null,{"$f":"IFERROR((K49*R58),\"\")","v":""},null,null,null,null,"IR (HS15)","=",{"$f":"E48","v":""},"H15*MLLH15/MLLHS15","Equation 14-21",56.9,999.99,{"$f":"1.6875*K30+0.03*K30*K30","v":0},144.9,999.99,{"$f":"1.6875*K30+0.03*K30*K30","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OR (H15)","=",{"$f":"E49","v":""},"H15*(1.36*MALL - MDL)/MLL","^^^ Reaction Calculations Table ^^^"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OR (HS15)","=",{"$f":"E50","v":""},"H15*MLLH15/MLLHS15"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H-15 / HS-15 SHEAR ANALYSIS"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VALL","=",{"$f":"K44","v":""},"2/3 * B * H * Fv",null,"Min Length","Max Length","H15","Min Length","Max Length","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VDL","=",{"$f":"K45","v":""},null,"Equation 14-22",0,{"$f":"14+K31","v":14},{"$f":"12*(K30-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,"VLL","=",{"$f":"K46","v":""},null,"Equation 14-23",{"$f":"K31+14.1","v":14.1},999.99,{"$f":"12*(K30-K31)/K30+3*(K30-14-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,"VLLH15/VLLHS15","=",{"$f":"K42/K43","v":{"$error":"#VALUE!"}},null,"Equation 14-24",null,null,null,0,{"$f":"14+K31","v":14},{"$f":"12*(K30-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)),\"\"))","v":""},{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)),\"\"))","v":""},{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)/20),\"\"))","v":""},null,null,null,null,"IR (H15)","=",{"$f":"K47","v":""},"H15*(VALL - VDL)/VLL","Equation 14-25",null,null,null,{"$f":"K31+14.1","v":14.1},{"$f":"28+K31","v":28},{"$f":"24*(K30-7-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,"IR (HS15)","=",{"$f":"K48","v":""},null,"Equation 14-26",null,null,null,{"$f":"28.1+K31","v":28.1},999.99,{"$f":"24*(K30-7-K31)/K30+3*(K30-28-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)),\"\"))","v":""},{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)/20),\"\"))","v":""},null,null,null,null,"OR (H15)","=",{"$f":"K49","v":""},"H15*(1.36*VALL - VDL)/VLL","^^^ Reaction Calculations Table ^^^"]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)),\"\"))","v":""},{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)/20),\"\"))","v":""},null,null,null,null,"OR (HS15)","=",{"$f":"K50","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((Q73*Q68),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((Q73*X68),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((Q73*R68),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((Q73*Y68),\"\")","v":""},null,null,null,null,null,"SU4","SU5","SU6","SU7","EV3*","EV2*","NRL","TYPE 3","TYPE 3S2","TYPE 3-3"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((Q73*S68),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((Q73*Z68),\"\")","v":""},null,null,null,null,"Simple and Equiv. Simple Span (Continuous)",{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,3,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,4,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,5,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,5,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,7,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,8,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,9,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,10,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,11,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,12,FALSE)","v":{"$error":"#N/A"}}]
[null,"€ - ",{"$f":"IF(E48<=K48,\"Flexure Controls Rating\", \"Shear Controls Rating\")","v":"Flexure Controls Rating"},null,null,null,"SU7 Operating:",{"$f":"IFERROR((Q73*T68),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((Q73*W68),\"\")","v":""},null,null,null,null,"(Equiv. Simple Span) Controlling",{"$f":"Q67","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},"<<<< Using This Table Entry"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS"]
[null,"£ - ",{"$f":"IF(E47<=K47,\"Flexure Controls Rating\", \"Shear Controls Rating\")","v":"Flexure Controls Rating"},null,null,null,"EV2 Operating:",{"$f":"IFERROR((Q73*V68),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((Q73*U68),\"\")","v":""},null,null,null,null,"Control. Equivalent Simple Span Length (ft.):",{"$f":"ROUNDUP(K30,0)","v":0}]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Inv. RF =",{"$f":"J59/20","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Opr. RF =",{"$f":"J60/20","v":{"$error":"#VALUE!"}}]

{"sheet":"Timber Stringer (2)","index":13,"n_rows":73,"n_cols":34,"rows_kept":73,"cut":false,"hidden":true,"merged":[[68,6,68,10],[69,7,69,8],[71,1,72,10],[62,6,62,8],[63,6,63,10],[64,7,64,8],[65,7,65,8],[66,7,66,8],[67,7,67,8],[50,19,51,25],[53,15,53,25],[56,1,56,4],[57,1,66,4],[57,6,57,10],[58,6,58,8],[59,6,59,8],[60,6,60,10],[61,6,61,8],[61,19,62,25],[47,1,47,3],[47,6,47,9],[48,1,48,3],[48,6,48,9],[49,1,49,3],[49,6,49,9],[43,15,43,25],[44,1,44,3],[44,6,44,9],[45,1,45,3],[45,6,45,9],[46,1,46,3],[46,6,46,9],[41,1,41,3],[41,6,41,9],[42,1,42,3],[42,6,42,9],[43,1,43,3],[43,6,43,9],[33,1,33,3],[33,6,33,9],[34,1,34,3],[35,1,35,3],[38,1,38,10],[40,1,40,4],[40,6,40,10],[31,1,31,3],[31,6,31,9],[31,22,31,24],[32,1,32,3],[32,6,32,9],[32,22,32,24],[28,22,28,25],[29,1,29,3],[29,6,29,9],[29,15,29,20],[29,22,29,24],[30,1,30,3],[30,6,30,9],[30,22,30,24],[26,1,26,3],[26,6,26,9],[26,15,27,20],[27,6,27,9],[28,1,28,3],[28,6,28,9],[23,29,23,30],[24,6,24,8],[24,9,24,10],[24,15,24,16],[25,1,25,4],[25,6,25,9],[25,15,25,16],[22,1,22,3],[22,6,22,9],[22,15,22,16],[23,1,24,4],[23,6,23,10],[23,15,23,16],[20,1,20,3],[20,6,20,9],[20,15,20,16],[21,1,21,3],[21,6,21,9],[21,15,21,16],[17,29,17,31],[18,1,18,3],[18,6,18,9],[18,15,18,16],[18,30,18,31],[19,1,19,3],[19,6,19,9],[19,15,19,16],[15,1,15,4],[15,6,15,10],[16,1,16,3],[16,6,16,9],[17,1,17,3],[17,6,17,9],[11,18,13,18],[12,20,12,24],[13,1,13,10],[8,7,8,8],[9,7,9,8],[10,1,11,1],[10,2,11,4],[10,7,10,8],[11,7,11,10],[0,1,0,10],[0,15,0,17],[1,1,1,10],[1,16,1,17],[6,1,6,10],[7,7,7,8],[11,15,13,15],[11,16,13,16],[11,17,13,17]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS"]
[null,"Timber Stringer (ASD)",null,null,null,null,null,null,null,null,null,null,null,null,null,"Material","Unit Weight",null,null,null,"Distribution Factor Calcs","1-lane bridge","Calculated (1-lane)","2-lane bridge","Calculated \n(2-lane)","Deck Tab"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete",0.15,"kcf",null,null,"Treated Timber","s/4.00",{"$f":"E23/4/12","v":0},"s/3.75",{"$f":"E23/3.75/12","v":0},"Timber Deck",null,null,null,"Deck Module for Dead Loads Options"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,"Steel",0.49,"kcf",null,null,"Untreated Timber","s/4.00",{"$f":"E23/4/12","v":0},"s/3.75",{"$f":"E23/3.75/12","v":0},"Timber Deck",null,null,null,"No Deck Import"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,null,"Wood/Timber",0.05,"kcf",null,null,"Nail Laminated Timber","s/4.50",{"$f":"E23/4.5/12","v":0},"s/4.00",{"$f":"E23/4/12","v":0},"Timber Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$11","v":"Concrete Deck"}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,null,"Soil (Light)",0.1,"kcf",null,null,"Corrugated Steel < 2\" thick","s/4.00",{"$f":"E23/4/12","v":0},"s/3.75",{"$f":"E23/3.75/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$12","v":"Steel Deck"}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Medium)",0.11,"kcf",null,null,"Corrugated Steel ≥ 2\" thick","s/5.50",{"$f":"E23/5.5/12","v":0},"s/4.50",{"$f":"E23/4.5/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$13","v":"Steel Deck (2)"}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,"Soil (Heavy)",0.12,"kcf",null,null,"Steel Grid","s/4.50",{"$f":"E23/4.5/12","v":0},"s/4.00",{"$f":"E23/4/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$14","v":"Timber Deck"}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,"Gravel",0.125,"kcf",null,null,"Steel Plate","s/4.50",{"$f":"E23/4.5/12","v":0},"s/4.00",{"$f":"E23/4/12","v":0},"Steel Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$15","v":"Timber Deck (2)"}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,null,"Concrete on Timber Beams","s/6.00",{"$f":"E23/6/12","v":0},"s/5.00",{"$f":"E23/5/12","v":0},"Concrete Deck",null,null,null,{"$f":"'Dead Load Calcs and Tables'!$E$16","v":0}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,"Concrete on Steel Beams","s/7.00",{"$f":"E23/7/12","v":0},"s/5.50",{"$f":"E23/5.5/12","v":0},"Concrete Deck"]
[null,null,null,null,null,null,"Stringer Descr:",null,null,null,null,null,null,null,null,"Grade","Max Grain Slope","Maximum Knot Diamter (Edge Quarter)","Maximum Knot Diamter (Center Half)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Note: \"s\" = Stringer Spacing (ft)"]
[null,"Stringer Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Calculated =",null,{"$f":"VLOOKUP(J25,U3:W12,3,0)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP(J25,U3:Y12,5,0)","v":{"$error":"#N/A"}}]
[]
[null,"DATA INPUT TABLE",null,null,null,null,"STRINGER PROPERTIES",null,null,null,null,null,null,null,null,"Structural 86 Allowable","1\" in 18\"","1/16 height","1/8 height"]
[null,"Span ID:",null,null,null,null,"Stringer Height (in):",null,null,null,null,null,null,null,null,"Structural 72 Allowable","1\" in 14\"","1/8 height","1/4 height"]
[null,"Span Type:",null,null,null,null,"Notched Height (in):",null,null,null,null,null,null,null,null,"Structural 65 Allowable","1\" in 12\"","1/6 height","1/3 height",null,null,null,null,null,null,null,null,null,null,"Concrete Deck Allowable Compressive Stress",null,null,"Deck Selected",{"$f":"IF(D27=\"\",\"User Input Dead Loads\",D27)","v":"User Input Dead Loads"}]
[null,"Simple Span Length (ft):",null,null,null,null,"Stringer Width (in):",null,null,null,null,null,null,null,null,"Timber Grade or Condition***",null,"Protected (Bending)","Protected (Shear)","Unprotected (Bending)","Unprotected (Shear)",null,null,null,null,null,null,null,null,"Date Built","Compressive Stress",null,"LLDF Options",{"$f":"IF($AH$18=\"User Input Dead Loads\",U3,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),U3,IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U6,U10)))","v":"Treated Timber"}]
[null,"Controlling End Span (Cont.) Length (ft):",null,null,null,null,"Stringer Unit Weight (kcf):",null,null,null,{"$f":"Q5","v":0.05},null,null,null,null,"Clear Wood Lower Bound Strength",null,6.4,0.73,5.0999999999999996,0.68,null,null,null,null,null,null,null,null,"Before 1959 ",2.5,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U4,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),U4,IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U7,U11)))","v":"Untreated Timber"}]
[null,"Controlling Int. Span (Cont.) Length (ft):",null,null,null,null,"Allowable Bending Stress (Fb) (ksi):",null,null,null,null,null,null,null,null,"Clear Wood Allowable (Not Used)",null,3,0.18,2.4500000000000002,0.17,null,null,null,null,null,null,null,null,"1959-1982",3,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U5,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),U5,IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U8,U12)))","v":"Nail Laminated Timber"}]
[null,"End Span or Int. Span:",null,null,null,null,"Allowable Shear Stress (Fv) (ksi):",null,null,null,null,null,null,null,null,"Good Condition - Structural 86 Allowable",null,2.6,0.155,2.1,0.14499999999999999,null,null,null,null,null,null,null,null,"1982-1993",3.6,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U6,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),\"\",IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),U9,\"\")))","v":"Corrugated Steel < 2\" thick"}]
[null,"**Stringer Spacing (in):",null,null,null,null,"Misc. Dead Load (klf):",null,null,null,null,null,null,null,null,"Good Condition - Structural 72 Allowable",null,2.2000000000000002,0.13,1.75,0.12,null,null,null,null,null,null,null,null,"After 1993 ",4,"KSI",null,{"$f":"IF($AH$18=\"User Input Dead Loads\",U7,IF(OR($AH$18=\"Timber Deck\",$AH$18=\"Timber Deck (2)\"),\"\",IF(OR($AH$18=\"Steel Deck\",$AH$18=\"Steel Deck (2)\"),\"\",\"\")))","v":"Corrugated Steel ≥ 2\" thick"}]
[null,"**It is generally accepted to use the average springer spacing if the actual spacing varies.",null,null,null,null,"MISC. STRINGER ANALYSIS PROPERTIES",null,null,null,null,null,null,null,null,"Good Condition - Structural 65 Allowable",null,2,0.115,1.6,0.11,null,null,null,null,null,null,null,null,"Recommended Design Compressive Strength (KSI)",null,{"$f":"IF(VALUE($H$11)<1959,AE20,IF(VALUE($H$11)<1982,AE21,IF(VALUE($H$11)<1993,AE22,AE23)))","v":4},null,"Steel Grid"]
[null,null,null,null,null,null,"Deck Type for LLDF:",null,null,null,null,null,null,null,null,"Deteriorated Condition [Fair]",null,"-","-",1.2,9.5000000000000001E-2,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Plate"]
[null,"DECK INPUTS",null,null,null,null,"LL Distribution Factor:",null,null,null,{"$f":"IF(K8=1,W14,Y14)","v":{"$error":"#N/A"}},null,null,null,null,"Deteriorated Condition [Poor]",null,"-","-",0.8,8.5000000000000006E-2,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete on Timber Beams"]
[null,"Import Values from Defined Deck Module:",null,null,null,null,"LL Impact",null,null,null,1.3,null,null,null,null,"*** The recommended values above are for seasoned and pressure treated southern pine. Reduce these values by 25% for untreated timber. Stresses in the \"Protected\" column may be used if the stringers are above water in normal flow levels and if the deck prevents substantial saturation of the stringers due to rain.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete on Steel Beams"]
[null,null,null,"Deck Type:",{"$f":"IF($E$27=$AD$10,'User Input Dead Loads'!$E$17,IF($E$27=$AD$6,'Steel Deck'!E17,\"\"))","v":0},null,"Effective End Span Length (Continuous) (ft):",null,null,null,{"$f":"E20*M28","v":0},null,0.8,"< End Span Coeff.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0]
[null,{"$f":"IF(OR(E28=\"Steel Corrugated Deck\",E28=\"Steel Open Grid Deck\"),\"Deck Designation:\",\"Deck Thickness (in):\")","v":"Deck Thickness (in):"},null,null,{"$f":"IF($E$27=$AD$5,'Concrete Deck'!$E$18,IF(AND($E$27=$AD$6,OR($E$28=$P$33,$E$28=$P$35)),'Steel Deck'!$E$18:$F$18,IF(AND($E$27=$AD$6,$E$28=$P$34),'Steel Deck'!$E$20,IF($E$27=$AD$8,'Timber Deck'!$E$19,IF($E$27=$AD$10,IF($E$28=$P$34,'User Input Dead Loads'!$E$19,'User Input Dead Loads'!$E$18),\"\")))))","v":0},null,"Effective Int. Span Length (Continuous) (ft):",null,null,null,{"$f":"E21*M29","v":0},null,0.7,"< Int. Span Coeff.",null,null,null,null,null,null,null,null,"Dead Load (klf) Calcs"]
[null,null,null,null,null,null,"Controlling Equivalent Simple Span Length (ft):",null,null,null,{"$f":"IF(E18=\"Simple\",E19,IF(E22=\"End Span\",K28,K29))","v":0},null,null,null,null,"Deck Dead Load Calc (ksf)",null,null,null,null,null,null,"Deck+Fill+Wear. Surface (klf):",null,null,{"$f":"(IFERROR(VLOOKUP($E$27,$P$32:$U$36,3,0),VLOOKUP($E$28,$P$32:$U$36,3,0))+IFERROR(VLOOKUP($E$27,$P$32:$U$36,4,0),VLOOKUP($E$28,$P$32:$U$36,4,0))+IFERROR(VLOOKUP($E$27,$P$32:$U$36,5,0),VLOOKUP($E$28,$P$32:$U$36,5,0))+IFERROR(VLOOKUP($E$27,$P$32:$U$36,6,0),VLOOKUP($E$28,$P$32:$U$36,6,0)))*E23/12","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,"Distance to Critical Section (ft):",null,null,null,{"$f":"MIN((3*K17/12),K30/4)","v":0},null,null,null,null,null,"Deck","Deck OR","Fill","Wearing","Misc Loads",null,"Beam (klf):",null,null,{"$f":"((K19*K17)/144)*K20","v":0}]
[null,null,null,null,null,null,"K:",null,null,null,{"$f":"(IF(K18=\"\",K17,K18)/K17)^2","v":{"$error":"#DIV/0!"}},null,null,null,null,"Concrete Deck",{"$f":"IF(E28=P32,0.15*$E$29/12,IF($E$27=P32,'Dead Load Calcs and Tables'!$G$11,\"\"))","v":""},{"$f":"IF($Q32=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P32,$E$28=P32),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P32,$E$28=P32),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P32,$E$28=P32),$E$36,\"\")","v":""},null,"Misc DL (klf):",null,null,{"$f":"K23","v":0}]
[null,"Deck Weight (ksf):",null,null,{"$f":"IFERROR(INDEX($Q$32:$Q$38,IFERROR(MATCH($E$27,$P$32:$P$38,0),MATCH($E$28,$P$32:$P$38,0))),0)","v":0},null,"Effective Stringer Height (in):",null,null,null,{"$f":"K17*K32","v":{"$error":"#DIV/0!"}},null,null,null,null,"Steel Corrugated Deck",{"$f":"IFERROR(IF(AND($E$27=\"No Deck Import\",$E$28=$P$33),VLOOKUP($E$29,'Steel Deck'!$AM$6:$AW$20,8,FALSE),IF($E$28=$P$33,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($Q33=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P33,$E$28=P33),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P33,$E$28=P33),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P33,$E$28=P33),$E$36,\"\")","v":""},null,"Total (klf):",null,null,{"$f":"Z30+Z31+Z32","v":{"$error":"#N/A"}}]
[null,"Fill Weight (ksf):",null,null,{"$f":"IFERROR(VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$J$16,4,0),0)","v":0},null,"Sx (in3):",null,null,null,{"$f":"(1/6)*K19*K17^2","v":0},null,null,null,null,"Steel Plate Deck",{"$f":"IF(E28=P34,0.49*$E$29/12,IF($E$28=$P$34,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($Q34=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P34,$E$28=P34),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P34,$E$28=P34),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P34,$E$28=P34),$E$36,\"\")","v":""}]
[null,"Wearing Surface Weight (ksf):",null,null,{"$f":"IFERROR(VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$J$16,5,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,"Steel Open Grid Deck",{"$f":"IFERROR(IF(AND($E$27=\"No Deck Import\",$E$28=$P$35),VLOOKUP($E$29,'Steel Deck'!$AM$28:$AY$35,4,FALSE),IF($E$28=$P$35,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\")),0)","v":""},{"$f":"IF($Q35=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P35,$E$28=P35),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P35,$E$28=P35),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P35,$E$28=P35),$E$36,\"\")","v":""}]
[null,"Misc. Loads (ksf):",null,null,{"$f":"IFERROR(VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$J$16,6,0),0)","v":0},null,null,null,null,null,null,null,null,null,null,"Timber Deck",{"$f":"IF(E28=P36,0.05*$E$29/12,IF($E$27=$P$36,VLOOKUP($E$27,'Dead Load Calcs and Tables'!$E$11:$O$16,3,0),\"\"))","v":""},{"$f":"IF($Q36=\"\",\"\",$E$33)","v":""},{"$f":"IF(OR($E$27=P36,$E$28=P36),$E$34,\"\")","v":""},{"$f":"IF(OR($E$27=P36,$E$28=P36),$E$35,\"\")","v":""},{"$f":"IF(OR($E$27=P36,$E$28=P36),$E$36,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND($E$27=\"No Deck Import\",$E$28=$P37),$E$33,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND($E$27=\"No Deck Import\",$E$28=$P38),$E$33,\"\")","v":""}]
[null,"Analysis"]
[]
[null,"Moment Analysis",null,null,null,null,"Shear Analysis"]
[null,"H15 Wheel Line Moment (k-ft):",null,null,{"$f":"IF(K30=0,\"\",(IFERROR((IF(K30<U47,W46,IF(K30>V47,W50,W47))),\"\")))","v":""},null,"H15 Wheel Line Shear (k):",null,null,null,{"$f":"IFERROR((IF(K30<U57,W56,W57)),\"\")","v":""}]
[null,"HS15 Wheel Line Moment (k-ft):",null,null,{"$f":"IF(K30=0,\"\",IFERROR((IF(K30<X48,Z46,IF(K30<X49,Z48,IF(K30<X50,Z49,Z50)))),\"\"))","v":""},null,"HS15 Wheel Line Shear (k):",null,null,null,{"$f":"IFERROR((IF(K30<X60,Z58,IF(K30>Y60,Z61,Z60))),\"\")","v":""}]
[null,"MALL (k-ft):",null,null,{"$f":"IFERROR((K21*K34/12),\"\")","v":0},null,"VALL (k):",null,null,null,{"$f":"IFERROR((2/3*K19*K33*K22),\"\")","v":""},null,null,null,null,"H-15 / HS-15 MOMENT ANALYSIS"]
[null,"MDL (k-ft):",null,null,{"$f":"IFERROR(((Z33)*(K30)^2/8),\"\")","v":""},null,"VDL (k):",null,null,null,{"$f":"IFERROR(((K30/2-K31)*Z33),\"\")","v":""},null,null,null,null,"MALL","=",{"$f":"E44","v":0},"Fb*Sx",null,"Min Length","Max Length","H15","Min Length","Max Length","HS15"]
[null,"[H15] - MLL (k-ft):",null,null,{"$f":"IFERROR((K26*(E42)),\"\")","v":""},null,"[H15] - VLL (k):",null,null,null,{"$f":"IFERROR((0.5*(0.6+K26)*K42),\"\")","v":""},null,null,null,null,"MDL","=",{"$f":"E45","v":""},"(1/8)*W*L2","Equation 14-17",0,26.5,{"$f":"3*K30","v":0},0,23.9,{"$f":"3*K30","v":0}]
[null,"IR (H15):",null,null,{"$f":"IFERROR((15*(E44-E45)/E46),\"\")","v":""},null,"IR (H15):",null,null,null,{"$f":"IFERROR((15*(K44-K45)/K46),\"\")","v":""},null,null,null,null,"MLL","=",{"$f":"E46","v":""},null,"Equation 14-18",26.6,56.8,{"$f":"15*(K30/4-1.4+1.96/K30)","v":{"$error":"#DIV/0!"}}]
[null,"IR (HS15):",null,null,{"$f":"IFERROR((E47*R48),\"\")","v":""},null,"IR (HS15):",null,null,null,{"$f":"IFERROR((K47*R58),\"\")","v":""},null,null,null,null,"MLLH15/MLLHS15","=",{"$f":"E42/E43","v":{"$error":"#VALUE!"}},null,"Equation 14-19",null,null,null,24,33.799999999999997,{"$f":"24*(K30/4-3.5+12.25/K30)","v":{"$error":"#DIV/0!"}}]
[null,"OR (H15):",null,null,{"$f":"IFERROR((15*(1.36*E44-E45)/E46),\"\")","v":""},null,"OR (H15):",null,null,null,{"$f":"IFERROR((15*(1.36*K44-K45)/K46),\"\")","v":""},null,null,null,null,"IR (H15)","=",{"$f":"E47","v":""},"H15*(MALL - MDL)/MLL","Equation 14-20",null,null,null,33.799999999999997,144.80000000000001,{"$f":"27*(K30/4-3.89+5.44/K30)","v":{"$error":"#DIV/0!"}}]
[null,"OR (HS15):",null,null,{"$f":"IFERROR((E49*R48),\"\")","v":""},null,"OR (HS15):",null,null,null,{"$f":"IFERROR((K49*R58),\"\")","v":""},null,null,null,null,"IR (HS15)","=",{"$f":"E48","v":""},"H15*MLLH15/MLLHS15","Equation 14-21",56.9,999.99,{"$f":"1.6875*K30+0.03*K30*K30","v":0},144.9,999.99,{"$f":"1.6875*K30+0.03*K30*K30","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OR (H15)","=",{"$f":"E49","v":""},"H15*(1.36*MALL - MDL)/MLL","^^^ Reaction Calculations Table ^^^"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OR (HS15)","=",{"$f":"E50","v":""},"H15*MLLH15/MLLHS15"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H-15 / HS-15 SHEAR ANALYSIS"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VALL","=",{"$f":"K44","v":""},"2/3 * B * H * Fv",null,"Min Length","Max Length","H15","Min Length","Max Length","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VDL","=",{"$f":"K45","v":""},null,"Equation 14-22",0,{"$f":"14+K31","v":14},{"$f":"12*(K30-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,null,"VLL","=",{"$f":"K46","v":""},null,"Equation 14-23",{"$f":"K31+14.1","v":14.1},999.99,{"$f":"12*(K30-K31)/K30+3*(K30-14-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,null,"VLLH15/VLLHS15","=",{"$f":"K42/K43","v":{"$error":"#VALUE!"}},null,"Equation 14-24",null,null,null,0,{"$f":"14+K31","v":14},{"$f":"12*(K30-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)),\"\"))","v":""},{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)),\"\"))","v":""},{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)/20),\"\"))","v":""},null,null,null,null,"IR (H15)","=",{"$f":"K47","v":""},"H15*(VALL - VDL)/VLL","Equation 14-25",null,null,null,{"$f":"K31+14.1","v":14.1},{"$f":"28+K31","v":28},{"$f":"24*(K30-7-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,"IR (HS15)","=",{"$f":"K48","v":""},null,"Equation 14-26",null,null,null,{"$f":"28.1+K31","v":28.1},999.99,{"$f":"24*(K30-7-K31)/K30+3*(K30-28-K31)/K30","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)),\"\"))","v":""},{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)/20),\"\"))","v":""},null,null,null,null,"OR (H15)","=",{"$f":"K49","v":""},"H15*(1.36*VALL - VDL)/VLL","^^^ Reaction Calculations Table ^^^"]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)),\"\"))","v":""},{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)/20),\"\"))","v":""},null,null,null,null,"OR (HS15)","=",{"$f":"K50","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((Q73*Q68),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((Q73*X68),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((Q73*R68),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((Q73*Y68),\"\")","v":""},null,null,null,null,null,"SU4","SU5","SU6","SU7","EV3*","EV2*","NRL","TYPE 3","TYPE 3S2","TYPE 3-3"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((Q73*S68),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((Q73*Z68),\"\")","v":""},null,null,null,null,"Simple and Equiv. Simple Span (Continuous)",{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,3,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,4,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,5,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,5,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,7,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$J$658,8,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,9,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,10,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,11,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($Q$70,'Rating Factor Database'!$C$307:$N$658,12,FALSE)","v":{"$error":"#N/A"}}]
[null,"€ - ",{"$f":"IF(E48<=K48,\"Flexure Controls Rating\", \"Shear Controls Rating\")","v":"Flexure Controls Rating"},null,null,null,"SU7 Operating:",{"$f":"IFERROR((Q73*T68),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((Q73*W68),\"\")","v":""},null,null,null,null,"(Equiv. Simple Span) Controlling",{"$f":"Q67","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},"<<<< Using This Table Entry"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS"]
[null,"£ - ",{"$f":"IF(E47<=K47,\"Flexure Controls Rating\", \"Shear Controls Rating\")","v":"Flexure Controls Rating"},null,null,null,"EV2 Operating:",{"$f":"IFERROR((Q73*V68),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((Q73*U68),\"\")","v":""},null,null,null,null,"Control. Equivalent Simple Span Length (ft.):",{"$f":"ROUNDUP(K30,0)","v":0}]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Inv. RF =",{"$f":"J59/20","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Opr. RF =",{"$f":"J60/20","v":{"$error":"#VALUE!"}}]

{"sheet":"Steel Cap","index":14,"n_rows":169,"n_cols":86,"rows_kept":169,"cut":false,"hidden":true,"merged":[[46,9,46,10],[48,9,48,10],[49,9,49,10],[50,9,50,10],[27,4,27,5],[28,4,28,5],[29,4,29,5],[30,4,30,5],[48,6,48,7],[33,4,33,5],[42,2,42,4],[50,6,50,7],[56,1,56,5],[57,7,57,12],[49,6,49,7],[14,60,17,60],[14,61,17,61],[14,62,17,62],[14,63,17,63],[14,64,17,64],[14,65,17,65],[16,1,16,3],[17,1,17,3],[15,1,15,5],[17,7,17,11],[16,4,16,5],[51,6,51,7],[52,6,52,7],[53,6,53,7],[54,6,54,7],[51,9,51,10],[52,9,52,10],[53,9,53,10],[54,9,54,10],[25,4,25,5],[26,4,26,5],[64,7,64,8],[139,37,139,39],[140,37,140,39],[67,9,67,10],[68,7,68,12],[63,7,63,12],[60,7,60,12],[64,9,64,10],[18,7,18,11],[23,7,23,11],[24,7,24,11],[19,7,19,11],[20,7,20,11],[42,5,42,8],[43,6,43,7],[44,6,44,7],[45,6,45,7],[34,1,34,12],[31,1,31,3],[36,1,36,5],[42,9,42,12],[43,9,43,10],[44,9,44,10],[45,9,45,10],[138,37,138,39],[125,37,125,39],[127,37,127,39],[128,37,128,39],[129,37,129,39],[130,37,130,39],[148,37,148,51],[75,6,75,7],[75,9,75,10],[76,6,76,7],[76,9,76,10],[121,37,121,39],[122,37,122,39],[123,37,123,39],[116,37,116,39],[117,37,117,39],[118,37,118,39],[119,37,119,39],[143,37,143,39],[132,37,132,39],[133,37,133,39],[134,37,134,39],[135,37,135,39],[136,37,136,39],[152,71,152,85],[149,37,149,39],[150,37,150,39],[144,37,144,39],[145,37,145,39],[146,37,146,39],[147,37,147,39],[152,37,152,51],[152,54,152,68],[17,4,17,5],[18,4,18,5],[19,4,19,5],[20,4,20,5],[21,4,21,5],[22,4,22,5],[23,4,23,5],[24,4,24,5],[124,37,124,39],[74,1,74,12],[71,1,72,12],[65,9,65,10],[66,9,66,10],[46,6,46,7],[47,9,47,10],[69,9,69,10],[58,7,58,10],[59,7,59,10],[61,7,61,10],[62,7,62,10],[69,7,69,8],[67,7,67,8],[66,7,66,8],[65,7,65,8],[57,1,66,5],[31,4,31,5],[32,4,32,5],[1,25,1,27],[2,26,2,27],[1,23,2,23],[25,15,25,16],[141,37,141,39],[0,1,0,12],[1,1,1,12],[6,1,6,12],[13,1,13,12],[11,9,11,12],[9,9,9,10],[8,9,8,10],[7,9,7,10],[10,9,10,10],[10,1,11,1],[10,2,11,5],[7,7,7,8],[25,7,25,11],[15,7,15,12],[26,7,26,11],[47,6,47,7],[1,22,2,22],[21,7,21,12],[27,7,27,12],[0,16,0,22],[34,15,35,15],[34,16,35,16],[28,15,28,16],[30,9,31,12],[30,14,31,14],[26,15,26,16],[1,17,2,17],[1,18,2,18],[1,19,2,19],[1,20,2,20],[1,21,2,21],[1,16,2,16],[22,7,22,9],[22,10,22,12],[24,15,24,16],[16,10,16,12],[16,7,16,9],[30,7,31,8],[9,48,9,56],[24,48,25,56],[10,48,11,56],[12,17,14,17],[16,15,16,16],[17,15,17,16],[18,15,18,16],[19,15,19,16],[20,15,20,16],[12,18,13,18],[12,19,13,19],[12,20,13,20],[22,15,22,16],[12,15,13,16],[11,15,11,20],[15,15,15,16],[21,15,21,16],[23,15,23,16]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Dead Load Values"]
[null,"Steel Cap",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Name","Material Unit Weight (kcf)","Deck Weight (ksf)","Fill Weight (ksf)","Wearing Surface (ksf)","Misc. Weight (ksf)","Total Weight (ksf)","Deck Thick.\n(In.)",null,"Structural Steel Allowable Yield Stress",null,null,null,null,null,null,null,null,null,null,"Deck List",null,"Superstructure List"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Date Built","Yield Stress"]
[null,null,null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},{"$f":"'Dead Load Calcs and Tables'!L11","v":0},null,"Before 1905 ",26,"KSI",null,null,null,null,null,null,null,null,"Concrete Deck",null,"Steel Stringer"]
[null,null,null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},{"$f":"'Dead Load Calcs and Tables'!L12","v":0},null,"1905-1936 ",30,"KSI",null,null,null,null,null,null,null,null,"Steel Deck",null,"Timber Stringer"]
[null,null,null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},{"$f":"'Dead Load Calcs and Tables'!L14","v":0},null,"1936-1963 ",33,"KSI",null,null,null,null,null,null,null,null,"Timber Deck",null,"Steel Girder (GFS)"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"After 1963 ",36,"KSI",null,null,null,null,null,null,null,null,"Concrete Slab",null,"Concrete Girder"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,null,"AADT ®:",null,{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Yield Strength (KSI)",{"$f":"IF(VALUE($J$11)<=1905,AA4,IF(VALUE($J$11)<=1936,AA5,IF(VALUE($J$11)<=1963,AA6,AA7)))","v":36},null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D11:D15,'Dead Load Calcs and Tables'!D11:D15<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D11:D15,'Dead Load Calcs and Tables'!D11:D15<>\"\"),\"\"))","v":""},null,"Prestressed Girder"]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(K17=\"Concrete Slab\",\"Concrete Slab\", \"\")","v":""}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\"))","v":""},null,null,null,null,null,null,null,null,null,"Determination of Controlling Moment Capacities"]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Non-Composite Action [per AASHTO 16th Edition (1996), Articles 10.48.1, \"Compact Sections\" and 10.48.2, \"Braced Noncompact Sections\"]:"]
[null,null,null,null,null,null,null,null,"Cap Descr:",null,null,null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,null,"n","Deck Elev.","Deck","Girder Elev","Girder Loc.","Cap Elev.","Cap","Pile Elev.","Pile Loc.",null,"Deck adjust","Cap adjust"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name",null,"Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact",null,0,0,{"$f":"AG14","v":0},-0.52500000000000002,null,-0.95,{"$f":"AH14","v":0},-1.88,null,null,{"$f":"IF(M21>E28,((E28-M21)/2),0)","v":0},{"$f":"IF(E28>M21,((M21-E28)/2),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b' =",{"$f":"$E$21/2","v":0},"in"]
[null,"Cap Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,0,{"$f":"Y13+O77","v":0},-0.52500000000000002,{"$f":"(IF(W14<=$S$77,$Y$13+$U$77+(W13)*$V$77,$U$77))","v":1E-3},-0.95,{"$f":"AC13+Z77","v":0},-1.88,{"$f":"IF(W14<=$AD$77,$AC$13+$AE$77,$AE$77)","v":0},null,{"$f":"IF(AG13>AH13,AG13+ABS(AH13),0)","v":0},{"$f":"IF(AH13>AG13,AH13+ABS(AG13),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tft =",{"$f":"$E$22","v":0},"in",null,null,null,null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,null,null,-0.52500000000000002,{"$f":"(IF(W15<=$S$77,$Y$13+$U$77+(W14)*$V$77,$AA$14))","v":1E-3},null,null,-1.88,{"$f":"IF(W15<=$AD$77,$AC$13+$AE14+$Q30,$AE$14)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled Section Depth (in)","Web Thick. (in)","Flange Width (in)","Top Flange Thick. (in)","Bottom Flange Thick. (in)","Fillet Radius (in)"]
[null,"DATA INPUT TABLE",null,null,null,null,null,"DECK INPUTS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,3,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"($E$19-$E$22-$E$23)","v":0},"in"]
[null,"Bent ID Number:",null,null,null,null,null,"Deck Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,4,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tw =",{"$f":"$E$20","v":0},"in"]
[null,"Standard Beam Designation:",null,null,null,null,null,"Deck Thickness (in):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},null,"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,5,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$BR$27-$E$22","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,"Rolled Section Depth (in):",null,null,null,"Deck Elastic Modulus, E (ksi):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,6,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-93):",{"$f":"BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$19<=+BC$19,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2055/(1000*$E$27)^0.5","v":10.830800986076699},{"$f":"IF(+BA$19<=+BC$19,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,{"$f":"$E$19","v":0},{"$f":"$E$20","v":0},{"$f":"$E$21","v":0},{"$f":"$E$22","v":0},{"$f":"$E$23","v":0},{"$f":"$E$24","v":0}]
[null,null,null,"Web Thickness (in):",null,null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,7,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-94):",{"$f":"BA$16/BA$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$20<=+BC$20,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"19230/(1000*$E$27)^0.5","v":101.35099900839657},{"$f":"IF(+BA$20<=+BC$20,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Flange Width (in):",null,null,null,"Deck Width (ft):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,8,null,null,-0.52500000000000002,1E-3,null,null,-1.88,{"$f":"IF(W21<=$AD$77,$AC$13+$AE20+$Q37,$AE$14)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3/4*(AASHTO EQ. 10-93):",{"$f":"BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$21<=+BC$21,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"0.75*(2055/(1000*$E$27)^0.5)","v":8.1231007395575254},{"$f":"IF(+BA$21<=+BC$21,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Top Flange Thickness (in):",null,null,null,"SUPERSTRUCTURE INPUTS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,9,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3/4*(AASHTO EQ. 10-94):",{"$f":"BA$16/BA$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$22<=+BC$22,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"0.75*(19230/(1000*$E$27)^0.5)","v":76.013249256297428},{"$f":"IF(+BA$22<=+BC$22,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****"]
[null,null,null,"Bottom Flange Thickness (in):",null,null,null,"Superstructure Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,10,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-95):",{"$f":"BA16/BA$17+9.35*BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$23<=+BC$23,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"33650/(1000*$E$27)^0.5","v":177.35107210777662},{"$f":"IF(+BA$23<=+BC$23,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,"AREA","AREA","AREA","WEIGHT",null,"AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR"]
[null,null,null,"Fillet Radius (in):",null,null,null,"Stringer Weight (klf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},null,{"$f":"'Dead Load Calcs and Tables'!$M$30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,11,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP","BOT","WEB","TOTAL",null,"EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS"]
[null,null,null,"Moment of Inertia (in4):",{"$f":"IFERROR($BS$27,\"\")","v":""},null,null,"Number of Stringers:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},null,{"$f":"'Dead Load Calcs and Tables'!$M$31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,12,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Assume compression flange is fully braced by stringers [i.e., meets Lateral Bracing requirements of per AASHTO 16th Edition (1996), Article 10.48.1.1c]:",null,null,null,null,null,null,null,null,null,null,null,"FLANGE","FLANGE",null,null,null,"FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z"]
[null,"Z (in3):",{"$f":"IFERROR($BZ$27,\"\")","v":""},"S (in3):",{"$f":"IFERROR(MIN($BW$27,$BX$27),\"\")","v":""},null,null,"Distance to First Stringer from Edge of Deck (ft):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},null,{"$f":"'Dead Load Calcs and Tables'!$M$32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,13,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in^2)","(in^2)","(klf)",null,"(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)"]
[null,null,null,"Fy (ksi):",{"$f":"AA8","v":36},null,null,"Stringer Spacing (in):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,14,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If above criteria is met then (Mu) = Fy*Z: ",{"$f":"IF(BD$19+BD$20<2,\"CRITERIA CHECK NO GOOD\",IF(AND(BD$21+BD$22=0,BD$23=0), \"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\"))","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,{"$f":"BK19*BL19","v":0},{"$f":"BK19*BM19","v":0},{"$f":"(BI19-BL19-BM19)*BJ19","v":0},{"$f":"((BI27+BJ27+BK27)*490/(144))/1000","v":0},null,{"$f":"((BN19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(BI27:BM27)+4*BN27","v":0},{"$f":"((BN19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,BN27)","v":0},{"$f":"$BM$47","v":{"$error":"#DIV/0!"}},{"$f":"BI19-BQ27","v":{"$error":"#DIV/0!"}},{"$f":"$BP$47","v":{"$error":"#DIV/0!"}},{"$f":"$BQ$46","v":0},{"$f":"SQRT($BP$47/$BL$46)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($BQ$46/$BL$46)","v":{"$error":"#DIV/0!"}},{"$f":"$BS$27/$BQ$27","v":{"$error":"#DIV/0!"}},{"$f":"$BS$27/$BR$27","v":{"$error":"#DIV/0!"}},{"$f":"$BT$27/($BJ$47/2)","v":{"$error":"#DIV/0!"}},{"$f":"(BQ27-BM19/2)*BJ27+(BQ27-BM19-BP27)*2*BN27+(((BQ27-BM19)^2)/2)*BJ19+(((BR27-BL19)^2)/2)*BJ19+(BR27-BL19-BP27)*2*BN27+(BR27-BL19/2)*BI27","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Cap Length (ft):",null,null,null,"PILE INPUTS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Else,"]
[null,null,null,"Cap Weight (klf):",{"$f":"IFERROR($BL$27, \"\")","v":0},null,null,null,null,null,null,"Number of Piles:",null,null,null,"Pile Spacing Input",null,null,null,null,null,null,16,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If instead the criteria below is met then (Mu) = Fy*S: ",{"$f":"IF(BD$30+BD$31<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Cap Elastic Modulus (ksi):",29000,null,null,null,null,null,null,"Distance to First Pile from Edge of Cap (ft):",null,null,null,1,null,null,null,null,null,null,17,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-99):",{"$f":"BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$30<=+BC$30,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$E$27)^0.5","v":11.595018087284059},{"$f":"IF(+BA$30<=+BC$30,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Web Stiffeners Present (Y/N):",null,null,null,"Pile Spacing (ft):",null,{"$f":"ROUND(Q30,2)&IF(OR(Q31=\"\",Q31=0),\"\",\" - \"&ROUND(Q31,2))&IF(OR(Q32=\"\",Q32=0),\"\",\" - \"&ROUND(Q32,2))&IF(OR(Q33=\"\",Q33=0),\"\",\" - \"&ROUND(Q33,2))&IF(OR(Q34=\"\",Q34=0),\"\",\" - \"&ROUND(Q34,2))&IF(OR(Q35=\"\",Q35=0),\"\",\" - \"&ROUND(Q35,2))&IF(OR(Q37=\"\",Q37=0),\"\",\" - \"&ROUND(Q37,2))&IF(OR(Q38=\"\",Q38=0),\"\",\" - \"&ROUND(Q38,2))&IF(OR(Q39=\"\",Q39=0),\"\",\" - \"&ROUND(Q39,2))&IF(OR(Q40=\"\",Q40=0),\"\",\" - \"&ROUND(Q40,2))&IF(OR(Q41=\"\",Q41=0),\"\",\" - \"&ROUND(Q41,2))&IF(OR(Q42=\"\",Q42=0),\"\",\" - \"&ROUND(Q42,2))&IF(OR(Q43=\"\",Q43=0),\"\",\" - \"&ROUND(Q43,2))&IF(OR(Q44=\"\",Q44=0),\"\",\" - \"&ROUND(Q44,2))&IF(OR(Q45=\"\",Q45=0),\"\",\" - \"&ROUND(Q45,2))","v":"0"},null,null,null,null,">>>>>",2,null,null,null,null,null,null,18,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-100):",{"$f":"BA$18/BA$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$31<=+BC$31,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$E$27)^0.5","v":81.165126610988409},{"$f":"IF(+BA$31<=+BC$31,1,0)","v":{"$error":"#DIV/0!"}}]
[null,"Abutment or Int. Bent",null,null,null,null,null,null,null,null,null,null,null,null,null,3,null,null,null,null,null,null,19,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If instead, (AASHTO EQ 10-103a) apply, (Mu) = Mr*Rb:",{"$f":"IF(OR(RIGHT(BA$27,2)=\"OK\",RIGHT(BA$29,2)=\"OK\"),\"NA\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Adjacent Span Length 1 (ft):",null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,20,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rb:",{"$f":"MIN(1-0.002*(BA18*BA17/BJ27)*((BA18/BA17)-15400/(SQRT((BA35*$E$27*1000)/BA35))),1)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Adjacent Span Length 2 (ft):",null,null,null,null,null,null,null,null,null,null,null,5,null,null,null,null,null,null,21,null,null,-0.52500000000000002,{"$f":"(IF(W34<=$S$77,$Y$13+$U$77+(W33)*$V$77,$AA$14))","v":1E-3},null,null,-1.88,{"$f":"IF(W34<=$AD$77,$AC$13+$AE33+$Q50,$AE$14)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Z =",{"$f":"$C$26","v":""},"in^3"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,22,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxmin =",{"$f":"$E$26","v":""},"in^3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0]
[null,"Cap Capacity",null,null,null,null,null,null,null,null,null,"Detailed Analysis Print:","No",null,null,7,null,null,null,null,null,null,24,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($BA$27,2)=\"OK\",\"Fy*Z=\",IF(RIGHT($BA$29,2)=\"OK\",\"Interpolation Between Fy*Z and Fy*Sxmin=\",\"Mr*Rb\"))","v":{"$error":"#DIV/0!"}},{"$f":"IF(RIGHT(BA$27,2)=\"OK\",$E$27*BA$34/12,IF(RIGHT(BA$29,2)=\"OK\",($E$27*BA$34-$E$27*(BA$34-BA$35)*(BA$30-BC$19)/(BC$30-BC$19))/12,BA$33*BA$35*$E$27/12))","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,"VU =",null,null,{"$f":"IFERROR((BA70),\"\")","v":""},"k",null,null,null,null,null,null,null,null,null,8,null,null,null,null,null,null,25,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,"MU = ",null,null,{"$f":"IFERROR(($BA$48),\"\")","v":""},"k-ft",null,null,null,null,null,null,null,null,null,9,null,null,"EV LIVE LOAD FACTOR",null,null,null,"LFR Load Factors"]
[null,"Mserv = ",null,null,{"$f":"IFERROR(($BA$49),\"\")","v":""},"k-ft",null,null,null,null,null,null,null,null,null,10,null,null,null,"EV Crossing =",{"$f":"$D$11","v":0},null,"A1 =",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$BK$19","v":0},{"$f":"$BM$19","v":0},{"$f":"$BJ40*$BK40","v":0},{"$f":"$BM$39+$BK$39/2+$BK$40/2","v":0},{"$f":"$BL40*$BM40","v":0},{"$f":"(BJ40*BK40^3)/12","v":0},{"$f":"$BL40*($BM40-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK40*$BJ40^3)/12","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,null,null,null,"ADTT =",{"$f":"$J$9*$J$10","v":0.01},null,"A2-INV =",2.17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ultimate Moment Capacity:",null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$BN$27","v":0},{"$f":"$BK$39+$BK$40+$BP$27","v":0},{"$f":"$BL41*$BM41","v":0},null,{"$f":"$BL41*($BM41-$BM$47)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"A2-OP =",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT(BA$27,2)=\"OK\",\"Cu = Mu =\",\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(BD$20=1,BA$37,\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,null,null,null,"WEB",{"$f":"$BJ$19","v":0},{"$f":"$BI$19-$BK$40-$BK$44","v":0},{"$f":"$BJ42*$BK42","v":0},{"$f":"$BM$40+$BK$40/2+$BK$42/2","v":0},{"$f":"$BL42*$BM42","v":0},{"$f":"(BJ42*BK42^3)/12","v":0},{"$f":"$BL42*($BM42-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK42*$BJ42^3)/12","v":0}]
[null,null,"Max +M Live Load w/o IM",null,null,"Max -M Live Load w/o IM",null,null,null,"Max V Dead and Live Load w/o IM",null,null,null,null,null,13,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(U41>0,U41<1000),1.1,IF(OR(U41=0,U41>6000),1.3,(1.3-1.1)*(U41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Determination of Serviceable Moment Capacity (as per AASHTO 10.57.2):",null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$BN$27","v":0},{"$f":"$BK$39+$BK$40+$BK$42-$BP$27","v":0},{"$f":"$BL43*$BM43","v":0},null,{"$f":"$BL43*($BM43-$BM$47)^2","v":{"$error":"#DIV/0!"}}]
[null,"Truck","Span","DL (k-ft)","LL (k-ft)","Span","DL (k-ft)",null,"LL (k-ft)","Span",null,"DL (k)","LL (k)",null,null,14,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(U41>0,U41<1000),1.1,IF(OR(U41=0,U41>6000),1.2,(1.2-1.1)*(U41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.8*FySxmin =",{"$f":"0.8*$E$27*BA$35/12","v":{"$error":"#VALUE!"}},"ft-k",null,null,null,null,null,null,"TOP FLANGE",{"$f":"$BK$19","v":0},{"$f":"$BL$19","v":0},{"$f":"$BJ44*$BK44","v":0},{"$f":"$BM$42+$BK$42/2+$BK$44/2","v":0},{"$f":"$BL44*$BM44","v":0},{"$f":"(BJ44*BK44^3)/12","v":0},{"$f":"$BL44*($BM44-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK44*$BJ44^3)/12","v":0}]
[null,"HS:",{"$f":"IFERROR($AP$128,\"\")","v":""},{"$f":"IFERROR(($AP$133/12),\"\")","v":""},{"$f":"IFERROR(($AP$131/12),\"\")","v":0},{"$f":"IFERROR($AP$139,\"\")","v":""},{"$f":"IFERROR(($AP$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AP$142/12),\"\")","v":0},{"$f":"IFERROR($AP$117,\"\")","v":""},null,{"$f":"IFERROR(($AP$122),\"\")","v":""},{"$f":"IFERROR(($AP$120),\"\")","v":0},null,null,15,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(U41>0,U41<1000),1.1,IF(OR(U41=0,U41>6000),1.5,(1.5-1.1)*(U41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mserv =",{"$f":"BA$44","v":{"$error":"#VALUE!"}},"ft-k"]
[null,"SU4:",{"$f":"IFERROR($AQ$128,\"\")","v":""},{"$f":"IFERROR(($AQ$133/12),\"\")","v":""},{"$f":"IFERROR(($AQ$131/12),\"\")","v":0},{"$f":"IFERROR($AQ$139,\"\")","v":""},{"$f":"IFERROR(($AQ$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AQ$142/12),\"\")","v":0},{"$f":"IFERROR($AQ$117,\"\")","v":""},null,{"$f":"IFERROR(($AQ$122),\"\")","v":""},{"$f":"IFERROR(($AQ$120),\"\")","v":0},null,null,null,null,null,null,"Min lanes =",{"$f":"$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors:",null,null,null,null,null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($BK$39:$BK$45)","v":0},{"$f":"SUM($BL$39:$BL$45)","v":0},"AREAnc",{"$f":"SUM($BN$39:$BN$45)","v":0},{"$f":"SUM($BO$39:$BO$45)","v":0},{"$f":"SUM($BP$39:$BP$45)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($BQ$39:$BQ$45)","v":0},"MOIync"]
[null,"SU5:",{"$f":"IFERROR($AR$128,\"\")","v":""},{"$f":"IFERROR(($AR$133/12),\"\")","v":""},{"$f":"IFERROR(($AR$131/12),\"\")","v":0},{"$f":"IFERROR($AR$139,\"\")","v":""},{"$f":"IFERROR(($AR$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AR$142/12),\"\")","v":0},{"$f":"IFERROR($AR$117,\"\")","v":""},null,{"$f":"IFERROR(($AR$122),\"\")","v":""},{"$f":"IFERROR(($AR$120),\"\")","v":0},null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(U46<2,1.3,IF(U40=1,U43,U45))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxb =",{"$f":"$BW$27","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,"MAX WIDTH",{"$f":"MAXA(BJ39:BJ45)","v":0},null,"Ybnc",{"$f":"$BN$46/$BL$46","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$BO$46+$BP$46","v":{"$error":"#DIV/0!"}}]
[null,"SU6:",{"$f":"IFERROR($AS$128,\"\")","v":""},{"$f":"IFERROR(($AS$133/12),\"\")","v":""},{"$f":"IFERROR(($AS$131/12),\"\")","v":0},{"$f":"IFERROR($AS$139,\"\")","v":""},{"$f":"IFERROR(($AS$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AS$142/12),\"\")","v":0},{"$f":"IFERROR($AS$117,\"\")","v":""},null,{"$f":"IFERROR(($AS$122),\"\")","v":""},{"$f":"IFERROR(($AS$120),\"\")","v":0},null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(U46<2,1.3,IF(U40=1,U42,U44))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cu =",{"$f":"BA$42","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,"SU7:",{"$f":"IFERROR($AT$128,\"\")","v":""},{"$f":"IFERROR(($AT$133/12),\"\")","v":""},{"$f":"IFERROR(($AT$131/12),\"\")","v":0},{"$f":"IFERROR($AT$139,\"\")","v":""},{"$f":"IFERROR(($AT$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AT$142/12),\"\")","v":0},{"$f":"IFERROR($AT$117,\"\")","v":""},null,{"$f":"IFERROR(($AT$122),\"\")","v":""},{"$f":"IFERROR(($AT$120),\"\")","v":0},null,null,null,null,null,null,"Impact",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cserv=",{"$f":"BA$45","v":{"$error":"#VALUE!"}},"ft-k"]
[null,"EV2:",{"$f":"IFERROR($AU$128,\"\")","v":""},{"$f":"IFERROR(($AU$133/12),\"\")","v":""},{"$f":"IFERROR(($AU$131/12),\"\")","v":0},{"$f":"IFERROR($AU$139,\"\")","v":""},{"$f":"IFERROR(($AU$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AU$142/12),\"\")","v":0},{"$f":"IFERROR($AU$117,\"\")","v":""},null,{"$f":"IFERROR(($AU$122),\"\")","v":""},{"$f":"IFERROR(($AU$120),\"\")","v":0}]
[null,"EV3:",{"$f":"IFERROR($AV$128,\"\")","v":""},{"$f":"IFERROR(($AV$133/12),\"\")","v":""},{"$f":"IFERROR(($AV$131/12),\"\")","v":0},{"$f":"IFERROR($AV$139,\"\")","v":""},{"$f":"IFERROR(($AV$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AV$142/12),\"\")","v":0},{"$f":"IFERROR($AV$117,\"\")","v":""},null,{"$f":"IFERROR(($AV$122),\"\")","v":""},{"$f":"IFERROR(($AV$120),\"\")","v":0}]
[null,"T3:",{"$f":"IFERROR($AW$128,\"\")","v":""},{"$f":"IFERROR(($AW$133/12),\"\")","v":""},{"$f":"IFERROR(($AW$131/12),\"\")","v":0},{"$f":"IFERROR($AW$139,\"\")","v":""},{"$f":"IFERROR(($AW$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AW$142/12),\"\")","v":0},{"$f":"IFERROR($AW$117,\"\")","v":""},null,{"$f":"IFERROR(($AW$122),\"\")","v":""},{"$f":"IFERROR(($AW$120),\"\")","v":0}]
[null,"T3S2:",{"$f":"IFERROR($AX$128,\"\")","v":""},{"$f":"IFERROR(($AX$133/12),\"\")","v":""},{"$f":"IFERROR(($AX$131/12),\"\")","v":0},{"$f":"IFERROR($AX$139,\"\")","v":""},{"$f":"IFERROR(($AX$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AX$142/12),\"\")","v":0},{"$f":"IFERROR($AX$117,\"\")","v":""},null,{"$f":"IFERROR(($AX$122),\"\")","v":""},{"$f":"IFERROR(($AX$120),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Determination of Controlling Shear Capacities"]
[null,"T3-3:",{"$f":"IFERROR($AY$128,\"\")","v":""},{"$f":"IFERROR(($AY$133/12),\"\")","v":""},{"$f":"IFERROR(($AY$131/12),\"\")","v":0},{"$f":"IFERROR($AY$139,\"\")","v":""},{"$f":"IFERROR(($AY$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AY$142/12),\"\")","v":0},{"$f":"IFERROR($AY$117,\"\")","v":""},null,{"$f":"IFERROR(($AY$122),\"\")","v":""},{"$f":"IFERROR(($AY$120),\"\")","v":0}]
[null,"NRL:",{"$f":"IFERROR($AZ$128,\"\")","v":""},{"$f":"IFERROR(($AZ$133/12),\"\")","v":""},{"$f":"IFERROR(($AZ$131/12),\"\")","v":0},{"$f":"IFERROR($AZ$139,\"\")","v":""},{"$f":"IFERROR(($AZ$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AZ$142/12),\"\")","v":0},{"$f":"IFERROR($AZ$117,\"\")","v":""},null,{"$f":"IFERROR(($AZ$122),\"\")","v":""},{"$f":"IFERROR(($AZ$120),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"$E$19-$E$22-$E$23","v":0},"in, clear, unsupported distance between flange components"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"do =",{"$f":"INDEX($Q$30:$Q$45,MATCH($AP$117,$P$30:$P$45,0),1)*12","v":{"$error":"#N/A"}},"in, distance between transverse stiffeners"]
[null,"Additional Notes"]
[null,null,null,null,null,null,null,"€§ HS Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tw =",{"$f":"$E$20","v":0},"in, web thickness"]
[null,null,null,null,null,null,null,"HS Inventory:",null,null,null,{"$f":"IFERROR($AP$150*20,\"\")","v":""},{"$f":"IFERROR($AP$150,\"\")","v":""}]
[null,null,null,null,null,null,null,"HS Operating:",null,null,null,{"$f":"IFERROR($AP$151*20,\"\")","v":""},{"$f":"IFERROR($AP$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fy =",{"$f":"$E$27","v":36},"ksi, yield strength of the web plate"]
[null,null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Unstiffened webs, the shear capacity shall be limited to the plastic or buckling shear force (AASHTO EQ. 10-113)"]
[null,null,null,null,null,null,null,"H Inventory:",null,null,null,{"$f":"IFERROR($AO$150*20,\"\")","v":""},{"$f":"IFERROR($AO$150,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"where k =",{"$f":"IF($E$31=\"N\",5,5+(5/(BA56/BA55)^2))","v":{"$error":"#N/A"}},{"$f":"IF($E$31=\"Y\",\"Stiffened\",\"Unstiffened\")","v":"Unstiffened"}]
[null,null,null,null,null,null,null,"H Operating:",null,null,null,{"$f":"IFERROR($AO$151*20,\"\")","v":""},{"$f":"IFERROR($AO$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D/tw"]
[null,null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO 10-48.8.1):",{"$f":"$BA$55/$BA$58","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$64<=+BC$64,\"<\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"(6000*SQRT($BA$62))/SQRT($E$27*1000)","v":{"$error":"#N/A"}},{"$f":"IF(+BA$64<=+BC$64,1,0)","v":{"$error":"#DIV/0!"}},"C =",1]
[null,null,null,null,null,null,null,"SU4 Operating:",null,{"$f":"IFERROR($AQ$151,\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR($AW$151,\"\")","v":""}]
[null,null,null,null,null,null,null,"SU5 Operating:",null,{"$f":"IFERROR($AR$151,\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR($AX$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-116):",{"$f":"$BA$55/$BA$58","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$66>=+BC$64,IF(+BA$66<=+BC$66,\"<=\",\">=\"),\"<\"&$BC$64)","v":{"$error":"#DIV/0!"}},{"$f":"(7500*SQRT($BA$62))/SQRT($E$27*1000)","v":{"$error":"#N/A"}},{"$f":"IF(AND(+BA$66>=+BC$64,+BA$66<=+BC$66),1,0)","v":{"$error":"#DIV/0!"}},"C =",{"$f":"(6000*SQRT($BA$62))/($BA$66*SQRT($BA$60*1000))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"SU6 Operating:",null,{"$f":"IFERROR($AS$151,\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR($AY$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-117):",{"$f":"$BA$55/$BA$58","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$67<=+BC$67,\"<\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"(7500*SQRT($BA$62))/SQRT($E$27*1000)","v":{"$error":"#N/A"}},{"$f":"IF(+BA$67>+BC$67,1,0)","v":{"$error":"#DIV/0!"}},"C =",{"$f":"(4.5*10^7)*$BA$62/(($BA$67^2)*($BA$60*1000))","v":{"$error":"#N/A"}}]
[null,"€ - ",{"$f":"IFERROR(IF(AP150=AP123,\"Strength Controls Ratings\",IF(AP150=AP134,\"Strength Controls Ratings\",IF(AP150=AP145,\"Strength Controls Ratings\",\"AASHTO 10.57 (Serviceability) Controls Ratings\"))),\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,null,"SU7 Operating:",null,{"$f":"IFERROR($AT$151,\"\")","v":""},null,"NRL:",{"$f":"IFERROR($AZ$151,\"\")","v":""}]
[null,"§ -",{"$f":"IFERROR(IF(AP123=AP150,\"Shear Controls Ratings\", IF(OR(AP134=AP150,AP135=AP150),\"Positive Moment Analysis Controls Ratings\",\"Negative Moment Analysis Controls Ratings\")),\"Analysis Not Performed\")","v":"Analysis Not Performed"},null,null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vp =",{"$f":"0.58*$BA$60*$BA$55*$BA$58","v":0},"k, (AASHTO EQ. 10-115)"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,null,"EV2 Operating:",null,{"$f":"IFERROR($AU$151,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR($AV$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vu =",{"$f":"IF($E$31=\"N\",IF($BD$64,$BF$64,IF($BD$66,$BF$66,$BF$67))*BA69,(IF($BD$64,$BF$64,IF($BD$66,$BF$66,$BF$67))+(0.87*(1-IF($BD$64,$BF$64,IF($BD$66,$BF$66,$BF$67)))/SQRT(1+(BA56/BA55)^2)))*BA69)","v":{"$error":"#DIV/0!"}},{"$f":"IF($E$31=\"N\",\"k, (AASHTO EQ. 10-113)\",\"k, (AASHTO EQ. 10-114)\")","v":"k, (AASHTO EQ. 10-114)"}]
[null,"£ - ",{"$f":"IFERROR(IF(AO150=AO123,\"Strength Controls Ratings\",IF(AO150=AO134,\"Strength Controls Ratings\",IF(AO150=AO145,\"Strength Controls Ratings\",\"AASHTO 10.57 (Serviceability) Controls Ratings\"))),\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula."]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Table of inputs for analysis"]
[null,"Controlling Ratings (Shear vs Moments)",null,null,null,null,null,null,null,null,null,null,null,null,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33]
[null,"H20","HS20","SU4",null,"SU5","SU6",null,null,"SU7",null,"EV2","EV3",null,"deck width, ft","deck thickness, in","deck elastic modulus, ksi","deck DL, ksf","number  of stringers","stringer weight, k/ft","distance to first stringer, ft","stringer spacing, ft","left adjacent span length, ft","right adjacent span length, ft","number of lanes","cap length, ft","cap moment \nof inertia, in4","cap weight, k/ft","cap elastic modulus, ksi","number  of piles","distance to first pile, ft","Pile Spacing","Detailed Print"]
[null,{"$f":"IF(OR(AO151=AO125,AO151=AO126),\"V\",IF(OR(AO151=AO136,AO151=AO137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AP151=AP125,AP151=AP126),\"V\",IF(OR(AP151=AP136,AP151=AP137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AQ151=AQ125,AQ151=AQ126),\"V\",IF(OR(AQ151=AQ136,AQ151=AQ137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,{"$f":"IF(OR(AR151=AR125,AR151=AR126),\"V\",IF(OR(AR151=AR136,AR151=AR137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AS151=AS125,AS151=AS126),\"V\",IF(OR(AS151=AS136,AS151=AS137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,null,{"$f":"IF(OR(AT151=AT125,AT151=AT126),\"V\",IF(OR(AT151=AT136,AT151=AT137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,{"$f":"IF(OR(AU151=AU125,AU151=AU126),\"V\",IF(OR(AU151=AU136,AU151=AU137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AV151=AV125,AV151=AV126),\"V\",IF(OR(AV151=AV136,AV151=AV137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,{"$f":"M21","v":0},{"$f":"M18","v":0},{"$f":"M19","v":0},{"$f":"M20","v":0},{"$f":"IF($K$23=\"Concrete Slab\",MIN(ROUNDUP($M$21,0),20),$M$25)","v":0},{"$f":"IF($K$23=\"Concrete Slab\",0,$M$24)","v":0},{"$f":"IF($K$23=\"Concrete Slab\",IF(Q77=20,MIN(M21,E28)/20/2,IF(M21>E28,(E28/M21)/2+(M21-E28)/2,0.5)),IF($M$26=0,0.001,$M$26))","v":1E-3},{"$f":"IF($K$23=\"Concrete Slab\",IF(S77=20,MIN(M21,E28)/20,IF(E28<M21,E28/M21,1)),M27/12)","v":0},{"$f":"E33","v":0},{"$f":"$E$34","v":0},{"$f":"M8","v":1},{"$f":"E28","v":0},{"$f":"$E$25","v":""},{"$f":"E29","v":0},{"$f":"$E$30","v":29000},{"$f":"M29","v":0},{"$f":"M30","v":0},{"$f":"Q30","v":0},{"$f":"IF(M37=\"Yes\",\"Yes\",\"No\")","v":"No"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<2,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<3,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<3,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<4,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<4,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<5,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<5,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<6,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<6,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<7,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<7,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<8,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Q37","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<8,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<9,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<9,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<10,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<10,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<11,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<11,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<12,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<12,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<13,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<13,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<14,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<14,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<15,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<15,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<16,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<16,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<17,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<17,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<18,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<18,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<19,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<19,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<20,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<20,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<21,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<21,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<22,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<22,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<23,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<23,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<24,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<24,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<25,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<25,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<26,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<26,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<27,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<27,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<28,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<28,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<29,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<29,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<30,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<30,\"\",$M$24))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Output Table"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span","DL","H20","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL",null,null,null,null,null,null,null,null,null,null,null,"H20 V","HS20 V","SU4 V","SU5 V","SU6 V","SU7 V","EV2 V","EV3 V","Type 3 V","Type 3-S2 V","Type 3-3 V","NRL V"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Section",null,null,{"$f":"MATCH(MAX(AO$155:AO$169),AO$155:AO$169,0)","v":{"$error":"#N/A"}},{"$f":"MATCH(MAX(AP$155:AP$169),AP$155:AP$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Vu (k)",null,null,{"$f":"$BA$70","v":{"$error":"#DIV/0!"}},{"$f":"$BA$70","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling V LL w/o IM (k)",null,null,{"$f":"MAX(AO155:AO169)","v":0},{"$f":"MAX(AP155:AP169)","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed V + IM (k-in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k)",null,null,{"$f":"VLOOKUP(AO117,$AK$155:$AZ$169,4,0)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AP117,$AK$155:$AZ$169,4,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",null,null,{"$f":"IF(AND(AO122<>0,AO120=0),1.25,(AO$118-1.3*ABS(AO$122))/(2.17*ABS(AO$120)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",null,null,{"$f":"IF(AND(AO122<>0,AO120=0),2.083,(AO$118-1.3*ABS(AO$122))/(1.3*ABS(AO$120)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AP122<>0,AP120=0),2.083,(AP$118-1.3*ABS(AP$122))/(1.3*ABS(AP$120)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AQ122<>0,AQ120=0),2,(AQ$118-1.3*ABS(AQ$122))/(1.3*ABS(AQ$120)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"IF(AND(AW122<>0,AW120=0),2,(AW$118-1.3*ABS(AW$122))/(1.3*ABS(AW$120)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H20 +M","HS20 +M","SU4 +M","SU5 +M","SU6 +M","SU7 +M","EV2 +M","EV3 +M","Type 3 +M","Type 3-S2 +M","Type 3-3 +M","NRL +M"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Section",null,null,{"$f":"MATCH(MAX(BF$155:BF$169),BF$155:BF$169,0)","v":{"$error":"#N/A"}},{"$f":"MATCH(MAX(BG$155:BG$169),BG$155:BG$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"MATCH(MAX(BP$155:BP$169),BP$155:BP$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Cu (k-ft)",null,null,{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service Capacity Cserv (k-ft)",null,null,{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling +M LL w/o IM (k-in)",null,null,{"$f":"MAX(BF155:BF169)","v":0},{"$f":"MAX(BG155:BG169)","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed +M + IM (k-in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-in)",null,null,{"$f":"VLOOKUP(AO128,$BB$155:$BQ$169,4,0)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AP128,$BB$155:$BQ$169,4,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",null,null,{"$f":"IF(AND(AO133<>0,AO131=0),1.25,(AO$129-1.3*ABS(AO$133/12))/(2.17*ABS(AO$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Serviceable RF",null,null,{"$f":"IF(AND(AO133<>0,AO131=0),1.25,(AO$130-ABS(AO$133/12))/(5*ABS(AO$131/12)*$U$49/3))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",null,null,{"$f":"IF(AND(AO133<>0,AO131=0),2.083,(AO$129-1.3*ABS(AO$133/12))/(1.3*ABS(AO$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AP133<>0,AP131=0),2.083,(AP$129-1.3*ABS(AP$133/12))/(1.3*ABS(AP$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AQ133<>0,AQ131=0),2,(AQ$129-1.3*ABS(AQ$133/12))/(1.3*ABS(AQ$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"IF(AND(AW133<>0,AW131=0),2,(AW$129-1.3*ABS(AW$133/12))/(1.3*ABS(AW$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Serviceable RF",null,null,{"$f":"AO$135*1.67","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"IF(AND(AO133<>0,AO131=0),2,(AU$130-ABS(AU$133/12))/(5*ABS(AU$131/12)*$U$49/3)*1.67)","v":{"$error":"#N/A"}},{"$f":"IF(AND(AP133<>0,AP131=0),2,(AV$130-ABS(AV$133/12))/(5*ABS(AV$131/12)*$U$49/3)*1.67)","v":{"$error":"#N/A"}},{"$f":"IF(AND(AQ133<>0,AQ131=0),2,(AW$130-ABS(AW$133/12))/(5*ABS(AW$131/12)*$U$49/3)*1.67)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H20 -M","HS20 -M","SU4 -M","SU5 -M","SU6 -M","SU7 -M","EV2 -M","EV3 -M","Type 3 -M","Type 3-S2 -M","Type 3-3 -M","NRL -M"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Section",null,null,{"$f":"MATCH(MAX(BW$155:BW$169),BW$155:BW$169,0)","v":{"$error":"#N/A"}},{"$f":"MATCH(MAX(BX$155:BX$169),BX$155:BX$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Cu (k-ft)",null,null,{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service Capacity Cserv (k-ft)",null,null,{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling -M LL w/o IM (k-in)",null,null,{"$f":"MAX(BW155:BW169)","v":0},{"$f":"MAX(BX155:BX169)","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed -M + IM (k-in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-in)",null,null,{"$f":"VLOOKUP(AO139,$BS$155:$CH$169,4,0)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AP139,$BS$155:$CH$169,4,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",null,null,{"$f":"IF(AO142<1,\"\",IF(AND(AO133<>0,AO131=0),1.25,(AO$140-1.3*ABS(AO$144/12))/(2.17*ABS(AO$142/12)*$U$49)))","v":""},{"$f":"IF(AP142<1,\"\",IF(AND(AP133<>0,AP131=0),1.25,(AP$140-1.3*ABS(AP$144/12))/(2.17*ABS(AP$142/12)*$U$49)))","v":""},"","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Serviceable RF",null,null,{"$f":"IF(AO142<1,\"\",IF(AND(AO133<>0,AO131=0),1.25,(AO$141-ABS(AO$144/12))/(5*ABS(AO$142/12)*$U$49/3)))","v":""},{"$f":"IF(AP142<1,\"\",IF(AND(AP133<>0,AP131=0),1.25,(AP$141-ABS(AP$144/12))/(5*ABS(AP$142/12)*$U$49/3)))","v":""},"","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",null,null,{"$f":"IF(AO142<1,\"\",IF(AND(AO133<>0,AO131=0),2.083,(AO$140-1.3*ABS(AO$144/12))/(1.3*ABS(AO$142/12)*$U$49)))","v":""},{"$f":"IF(AP142<1,\"\",IF(AND(AP133<>0,AP131=0),2.083,(AP$140-1.3*ABS(AP$144/12))/(1.3*ABS(AP$142/12)*$U$49)))","v":""},"","","","",{"$f":"IF(AU142<1,\"\",IF(AND(AU133<>0,AU131=0),2.083,(AU$140-1.3*ABS(AU$144/12))/(1.3*ABS(AU$142/12)*$U$49)))","v":""},"","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Serviceable RF",null,null,{"$f":"IF(AO142<1,\"\",AO$146*1.67)","v":""},{"$f":"IF(AP142<1,\"\",AP$146*1.67)","v":""},"","","","",{"$f":"IF(AU142<1,\"\",AU$146*1.67)","v":""},"","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ratings"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV RF",null,null,{"$f":"MIN(AO123,AO134,AO135,AO145,AO146)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},"-","-","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR RF",null,null,{"$f":"MIN(AO125,AO136,AO137,AO147,AO148)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"MIN(AU125,AU136,AU147)","v":{"$error":"#N/A"}},{"$f":"MIN(AV125,AV136,AV147)","v":{"$error":"#N/A"}},{"$f":"MIN(AW125,AW136,AW147)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Shear Table from Outputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mom Pos Table from Outputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mom Neg Table from Outputs"]
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[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck Dead Load Values"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,null,null,-0.52500000000000002,{"$f":"(IF(W15<=$S$77,$Y$13+$U$77+(W14)*$V$77,$AA$14))","v":1E-3},null,null,-1.88,{"$f":"IF(W15<=$AD$77,$AC$13+$AE14+$Q30,$AE$14)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled Section Depth (in)","Web Thick. (in)","Flange Width (in)","Top Flange Thick. (in)","Bottom Flange Thick. (in)","Fillet Radius (in)"]
[null,"DATA INPUT TABLE",null,null,null,null,null,"DECK INPUTS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,3,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"($E$19-$E$22-$E$23)","v":0},"in"]
[null,"Bent ID Number:",null,null,null,null,null,"Deck Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,4,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tw =",{"$f":"$E$20","v":0},"in"]
[null,"Standard Beam Designation:",null,null,null,null,null,"Deck Thickness (in):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},null,"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,5,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Dc =",{"$f":"$BR$27-$E$22","v":{"$error":"#DIV/0!"}},"in"]
[null,null,null,"Rolled Section Depth (in):",null,null,null,"Deck Elastic Modulus, E (ksi):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,6,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-93):",{"$f":"BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$19<=+BC$19,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2055/(1000*$E$27)^0.5","v":10.830800986076699},{"$f":"IF(+BA$19<=+BC$19,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,{"$f":"$E$19","v":0},{"$f":"$E$20","v":0},{"$f":"$E$21","v":0},{"$f":"$E$22","v":0},{"$f":"$E$23","v":0},{"$f":"$E$24","v":0}]
[null,null,null,"Web Thickness (in):",null,null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,7,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-94):",{"$f":"BA$16/BA$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$20<=+BC$20,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"19230/(1000*$E$27)^0.5","v":101.35099900839657},{"$f":"IF(+BA$20<=+BC$20,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Flange Width (in):",null,null,null,"Deck Width (ft):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,8,null,null,-0.52500000000000002,1E-3,null,null,-1.88,{"$f":"IF(W21<=$AD$77,$AC$13+$AE20+$Q37,$AE$14)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3/4*(AASHTO EQ. 10-93):",{"$f":"BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$21<=+BC$21,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"0.75*(2055/(1000*$E$27)^0.5)","v":8.1231007395575254},{"$f":"IF(+BA$21<=+BC$21,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Top Flange Thickness (in):",null,null,null,"SUPERSTRUCTURE INPUTS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,9,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3/4*(AASHTO EQ. 10-94):",{"$f":"BA$16/BA$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$22<=+BC$22,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"0.75*(19230/(1000*$E$27)^0.5)","v":76.013249256297428},{"$f":"IF(+BA$22<=+BC$22,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****"]
[null,null,null,"Bottom Flange Thickness (in):",null,null,null,"Superstructure Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,10,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-95):",{"$f":"BA16/BA$17+9.35*BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$23<=+BC$23,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"33650/(1000*$E$27)^0.5","v":177.35107210777662},{"$f":"IF(+BA$23<=+BC$23,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,"AREA","AREA","AREA","WEIGHT",null,"AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR"]
[null,null,null,"Fillet Radius (in):",null,null,null,"Stringer Weight (klf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},null,{"$f":"'Dead Load Calcs and Tables'!$M$30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,11,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP","BOT","WEB","TOTAL",null,"EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS"]
[null,null,null,"Moment of Inertia (in4):",{"$f":"IFERROR($BS$27,\"\")","v":""},null,null,"Number of Stringers:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},null,{"$f":"'Dead Load Calcs and Tables'!$M$31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,12,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Assume compression flange is fully braced by stringers [i.e., meets Lateral Bracing requirements of per AASHTO 16th Edition (1996), Article 10.48.1.1c]:",null,null,null,null,null,null,null,null,null,null,null,"FLANGE","FLANGE",null,null,null,"FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z"]
[null,"Z (in3):",{"$f":"IFERROR($BZ$27,\"\")","v":""},"S (in3):",{"$f":"IFERROR(MIN($BW$27,$BX$27),\"\")","v":""},null,null,"Distance to First Stringer from Edge of Deck (ft):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},null,{"$f":"'Dead Load Calcs and Tables'!$M$32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,13,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in^2)","(in^2)","(klf)",null,"(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)"]
[null,null,null,"Fy (ksi):",{"$f":"AA8","v":36},null,null,"Stringer Spacing (in):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},null,{"$f":"'Dead Load Calcs and Tables'!$M$33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,14,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If above criteria is met then (Mu) = Fy*Z: ",{"$f":"IF(BD$19+BD$20<2,\"CRITERIA CHECK NO GOOD\",IF(AND(BD$21+BD$22=0,BD$23=0), \"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\"))","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,{"$f":"BK19*BL19","v":0},{"$f":"BK19*BM19","v":0},{"$f":"(BI19-BL19-BM19)*BJ19","v":0},{"$f":"((BI27+BJ27+BK27)*490/(144))/1000","v":0},null,{"$f":"((BN19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(BI27:BM27)+4*BN27","v":0},{"$f":"((BN19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,BN27)","v":0},{"$f":"$BM$47","v":{"$error":"#DIV/0!"}},{"$f":"BI19-BQ27","v":{"$error":"#DIV/0!"}},{"$f":"$BP$47","v":{"$error":"#DIV/0!"}},{"$f":"$BQ$46","v":0},{"$f":"SQRT($BP$47/$BL$46)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($BQ$46/$BL$46)","v":{"$error":"#DIV/0!"}},{"$f":"$BS$27/$BQ$27","v":{"$error":"#DIV/0!"}},{"$f":"$BS$27/$BR$27","v":{"$error":"#DIV/0!"}},{"$f":"$BT$27/($BJ$47/2)","v":{"$error":"#DIV/0!"}},{"$f":"(BQ27-BM19/2)*BJ27+(BQ27-BM19-BP27)*2*BN27+(((BQ27-BM19)^2)/2)*BJ19+(((BR27-BL19)^2)/2)*BJ19+(BR27-BL19-BP27)*2*BN27+(BR27-BL19/2)*BI27","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Cap Length (ft):",null,null,null,"PILE INPUTS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Else,"]
[null,null,null,"Cap Weight (klf):",{"$f":"IFERROR($BL$27, \"\")","v":0},null,null,null,null,null,null,"Number of Piles:",null,null,null,"Pile Spacing Input",null,null,null,null,null,null,16,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If instead the criteria below is met then (Mu) = Fy*S: ",{"$f":"IF(BD$30+BD$31<2,\"CRITERIA CHECK NO GOOD\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Cap Elastic Modulus (ksi):",29000,null,null,null,null,null,null,"Distance to First Pile from Edge of Cap (ft):",null,null,null,1,null,null,null,null,null,null,17,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-99):",{"$f":"BA$13/BA$14","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$30<=+BC$30,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"2200/(1000*$E$27)^0.5","v":11.595018087284059},{"$f":"IF(+BA$30<=+BC$30,1,0)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Web Stiffeners Present (Y/N):",null,null,null,"Pile Spacing (ft):",null,{"$f":"ROUND(Q30,2)&IF(OR(Q31=\"\",Q31=0),\"\",\" - \"&ROUND(Q31,2))&IF(OR(Q32=\"\",Q32=0),\"\",\" - \"&ROUND(Q32,2))&IF(OR(Q33=\"\",Q33=0),\"\",\" - \"&ROUND(Q33,2))&IF(OR(Q34=\"\",Q34=0),\"\",\" - \"&ROUND(Q34,2))&IF(OR(Q35=\"\",Q35=0),\"\",\" - \"&ROUND(Q35,2))&IF(OR(Q37=\"\",Q37=0),\"\",\" - \"&ROUND(Q37,2))&IF(OR(Q38=\"\",Q38=0),\"\",\" - \"&ROUND(Q38,2))&IF(OR(Q39=\"\",Q39=0),\"\",\" - \"&ROUND(Q39,2))&IF(OR(Q40=\"\",Q40=0),\"\",\" - \"&ROUND(Q40,2))&IF(OR(Q41=\"\",Q41=0),\"\",\" - \"&ROUND(Q41,2))&IF(OR(Q42=\"\",Q42=0),\"\",\" - \"&ROUND(Q42,2))&IF(OR(Q43=\"\",Q43=0),\"\",\" - \"&ROUND(Q43,2))&IF(OR(Q44=\"\",Q44=0),\"\",\" - \"&ROUND(Q44,2))&IF(OR(Q45=\"\",Q45=0),\"\",\" - \"&ROUND(Q45,2))","v":"0"},null,null,null,null,">>>>>",2,null,null,null,null,null,null,18,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-100):",{"$f":"BA$18/BA$17","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$31<=+BC$31,\"<=\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"15400/(1000*$E$27)^0.5","v":81.165126610988409},{"$f":"IF(+BA$31<=+BC$31,1,0)","v":{"$error":"#DIV/0!"}}]
[null,"Abutment or Int. Bent",null,null,null,null,null,null,null,null,null,null,null,null,null,3,null,null,null,null,null,null,19,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"If instead, (AASHTO EQ 10-103a) apply, (Mu) = Mr*Rb:",{"$f":"IF(OR(RIGHT(BA$27,2)=\"OK\",RIGHT(BA$29,2)=\"OK\"),\"NA\",\"CRITERIA CHECK OK\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Adjacent Span Length 1 (ft):",null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,20,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rb:",{"$f":"MIN(1-0.002*(BA18*BA17/BJ27)*((BA18/BA17)-15400/(SQRT((BA35*$E$27*1000)/BA35))),1)","v":{"$error":"#DIV/0!"}}]
[null,null,null,"Adjacent Span Length 2 (ft):",null,null,null,null,null,null,null,null,null,null,null,5,null,null,null,null,null,null,21,null,null,-0.52500000000000002,{"$f":"(IF(W34<=$S$77,$Y$13+$U$77+(W33)*$V$77,$AA$14))","v":1E-3},null,null,-1.88,{"$f":"IF(W34<=$AD$77,$AC$13+$AE33+$Q50,$AE$14)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Z =",{"$f":"$C$26","v":""},"in^3"]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,22,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxmin =",{"$f":"$E$26","v":""},"in^3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0]
[null,"Cap Capacity",null,null,null,null,null,null,null,null,null,"Detailed Analysis Print:","No",null,null,7,null,null,null,null,null,null,24,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT($BA$27,2)=\"OK\",\"Fy*Z=\",IF(RIGHT($BA$29,2)=\"OK\",\"Interpolation Between Fy*Z and Fy*Sxmin=\",\"Mr*Rb\"))","v":{"$error":"#DIV/0!"}},{"$f":"IF(RIGHT(BA$27,2)=\"OK\",$E$27*BA$34/12,IF(RIGHT(BA$29,2)=\"OK\",($E$27*BA$34-$E$27*(BA$34-BA$35)*(BA$30-BC$19)/(BC$30-BC$19))/12,BA$33*BA$35*$E$27/12))","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,null,null,null,null,null,null,null,null,null,null,"NON-COMPOSITE SECTION"]
[null,"VU =",null,null,{"$f":"IFERROR((BA70),\"\")","v":""},"k",null,null,null,null,null,null,null,null,null,8,null,null,null,null,null,null,25,null,null,-0.52500000000000002,1E-3,null,null,-1.88,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor"]
[null,"MU = ",null,null,{"$f":"IFERROR(($BA$48),\"\")","v":""},"k-ft",null,null,null,null,null,null,null,null,null,9,null,null,"EV LIVE LOAD FACTOR",null,null,null,"LFR Load Factors"]
[null,"Mserv = ",null,null,{"$f":"IFERROR(($BA$49),\"\")","v":""},"k-ft",null,null,null,null,null,null,null,null,null,10,null,null,null,"EV Crossing =",{"$f":"$D$11","v":0},null,"A1 =",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$BK$19","v":0},{"$f":"$BM$19","v":0},{"$f":"$BJ40*$BK40","v":0},{"$f":"$BM$39+$BK$39/2+$BK$40/2","v":0},{"$f":"$BL40*$BM40","v":0},{"$f":"(BJ40*BK40^3)/12","v":0},{"$f":"$BL40*($BM40-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK40*$BJ40^3)/12","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,null,null,null,"ADTT =",{"$f":"$J$9*$J$10","v":0.01},null,"A2-INV =",2.17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ultimate Moment Capacity:",null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$BN$27","v":0},{"$f":"$BK$39+$BK$40+$BP$27","v":0},{"$f":"$BL41*$BM41","v":0},null,{"$f":"$BL41*($BM41-$BM$47)^2","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"A2-OP =",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(RIGHT(BA$27,2)=\"OK\",\"Cu = Mu =\",\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}},{"$f":"IF(BD$20=1,BA$37,\"Requirements of AASHTO Article 10.48.1 and 10.48.2 violated.\")","v":{"$error":"#DIV/0!"}},"ft-k",null,null,null,null,null,null,"WEB",{"$f":"$BJ$19","v":0},{"$f":"$BI$19-$BK$40-$BK$44","v":0},{"$f":"$BJ42*$BK42","v":0},{"$f":"$BM$40+$BK$40/2+$BK$42/2","v":0},{"$f":"$BL42*$BM42","v":0},{"$f":"(BJ42*BK42^3)/12","v":0},{"$f":"$BL42*($BM42-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK42*$BJ42^3)/12","v":0}]
[null,null,"Max +M Live Load w/o IM",null,null,"Max -M Live Load w/o IM",null,null,null,"Max V Dead and Live Load w/o IM",null,null,null,null,null,13,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(U41>0,U41<1000),1.1,IF(OR(U41=0,U41>6000),1.3,(1.3-1.1)*(U41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Determination of Serviceable Moment Capacity (as per AASHTO 10.57.2):",null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$BN$27","v":0},{"$f":"$BK$39+$BK$40+$BK$42-$BP$27","v":0},{"$f":"$BL43*$BM43","v":0},null,{"$f":"$BL43*($BM43-$BM$47)^2","v":{"$error":"#DIV/0!"}}]
[null,"Truck","Span","DL (k-ft)","LL (k-ft)","Span","DL (k-ft)",null,"LL (k-ft)","Span",null,"DL (k)","LL (k)",null,null,14,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(U41>0,U41<1000),1.1,IF(OR(U41=0,U41>6000),1.2,(1.2-1.1)*(U41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"0.8*FySxmin =",{"$f":"0.8*$E$27*BA$35/12","v":{"$error":"#VALUE!"}},"ft-k",null,null,null,null,null,null,"TOP FLANGE",{"$f":"$BK$19","v":0},{"$f":"$BL$19","v":0},{"$f":"$BJ44*$BK44","v":0},{"$f":"$BM$42+$BK$42/2+$BK$44/2","v":0},{"$f":"$BL44*$BM44","v":0},{"$f":"(BJ44*BK44^3)/12","v":0},{"$f":"$BL44*($BM44-$BM$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($BK44*$BJ44^3)/12","v":0}]
[null,"HS:",{"$f":"IFERROR($AP$128,\"\")","v":""},{"$f":"IFERROR(($AP$133/12),\"\")","v":""},{"$f":"IFERROR(($AP$131/12),\"\")","v":0},{"$f":"IFERROR($AP$139,\"\")","v":""},{"$f":"IFERROR(($AP$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AP$142/12),\"\")","v":0},{"$f":"IFERROR($AP$117,\"\")","v":""},null,{"$f":"IFERROR(($AP$122),\"\")","v":""},{"$f":"IFERROR(($AP$120),\"\")","v":0},null,null,15,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(U41>0,U41<1000),1.1,IF(OR(U41=0,U41>6000),1.5,(1.5-1.1)*(U41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mserv =",{"$f":"BA$44","v":{"$error":"#VALUE!"}},"ft-k"]
[null,"SU4:",{"$f":"IFERROR($AQ$128,\"\")","v":""},{"$f":"IFERROR(($AQ$133/12),\"\")","v":""},{"$f":"IFERROR(($AQ$131/12),\"\")","v":0},{"$f":"IFERROR($AQ$139,\"\")","v":""},{"$f":"IFERROR(($AQ$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AQ$142/12),\"\")","v":0},{"$f":"IFERROR($AQ$117,\"\")","v":""},null,{"$f":"IFERROR(($AQ$122),\"\")","v":""},{"$f":"IFERROR(($AQ$120),\"\")","v":0},null,null,null,null,null,null,"Min lanes =",{"$f":"$M$9","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rating Factors:",null,null,null,null,null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($BK$39:$BK$45)","v":0},{"$f":"SUM($BL$39:$BL$45)","v":0},"AREAnc",{"$f":"SUM($BN$39:$BN$45)","v":0},{"$f":"SUM($BO$39:$BO$45)","v":0},{"$f":"SUM($BP$39:$BP$45)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($BQ$39:$BQ$45)","v":0},"MOIync"]
[null,"SU5:",{"$f":"IFERROR($AR$128,\"\")","v":""},{"$f":"IFERROR(($AR$133/12),\"\")","v":""},{"$f":"IFERROR(($AR$131/12),\"\")","v":0},{"$f":"IFERROR($AR$139,\"\")","v":""},{"$f":"IFERROR(($AR$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AR$142/12),\"\")","v":0},{"$f":"IFERROR($AR$117,\"\")","v":""},null,{"$f":"IFERROR(($AR$122),\"\")","v":""},{"$f":"IFERROR(($AR$120),\"\")","v":0},null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(U46<2,1.3,IF(U40=1,U43,U45))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sxb =",{"$f":"$BW$27","v":{"$error":"#DIV/0!"}},"in^3",null,null,null,null,null,null,"MAX WIDTH",{"$f":"MAXA(BJ39:BJ45)","v":0},null,"Ybnc",{"$f":"$BN$46/$BL$46","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$BO$46+$BP$46","v":{"$error":"#DIV/0!"}}]
[null,"SU6:",{"$f":"IFERROR($AS$128,\"\")","v":""},{"$f":"IFERROR(($AS$133/12),\"\")","v":""},{"$f":"IFERROR(($AS$131/12),\"\")","v":0},{"$f":"IFERROR($AS$139,\"\")","v":""},{"$f":"IFERROR(($AS$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AS$142/12),\"\")","v":0},{"$f":"IFERROR($AS$117,\"\")","v":""},null,{"$f":"IFERROR(($AS$122),\"\")","v":""},{"$f":"IFERROR(($AS$120),\"\")","v":0},null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(U46<2,1.3,IF(U40=1,U42,U44))","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cu =",{"$f":"BA$42","v":{"$error":"#DIV/0!"}},"ft-k"]
[null,"SU7:",{"$f":"IFERROR($AT$128,\"\")","v":""},{"$f":"IFERROR(($AT$133/12),\"\")","v":""},{"$f":"IFERROR(($AT$131/12),\"\")","v":0},{"$f":"IFERROR($AT$139,\"\")","v":""},{"$f":"IFERROR(($AT$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AT$142/12),\"\")","v":0},{"$f":"IFERROR($AT$117,\"\")","v":""},null,{"$f":"IFERROR(($AT$122),\"\")","v":""},{"$f":"IFERROR(($AT$120),\"\")","v":0},null,null,null,null,null,null,"Impact",1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Cserv=",{"$f":"BA$45","v":{"$error":"#VALUE!"}},"ft-k"]
[null,"EV2:",{"$f":"IFERROR($AU$128,\"\")","v":""},{"$f":"IFERROR(($AU$133/12),\"\")","v":""},{"$f":"IFERROR(($AU$131/12),\"\")","v":0},{"$f":"IFERROR($AU$139,\"\")","v":""},{"$f":"IFERROR(($AU$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AU$142/12),\"\")","v":0},{"$f":"IFERROR($AU$117,\"\")","v":""},null,{"$f":"IFERROR(($AU$122),\"\")","v":""},{"$f":"IFERROR(($AU$120),\"\")","v":0}]
[null,"EV3:",{"$f":"IFERROR($AV$128,\"\")","v":""},{"$f":"IFERROR(($AV$133/12),\"\")","v":""},{"$f":"IFERROR(($AV$131/12),\"\")","v":0},{"$f":"IFERROR($AV$139,\"\")","v":""},{"$f":"IFERROR(($AV$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AV$142/12),\"\")","v":0},{"$f":"IFERROR($AV$117,\"\")","v":""},null,{"$f":"IFERROR(($AV$122),\"\")","v":""},{"$f":"IFERROR(($AV$120),\"\")","v":0}]
[null,"T3:",{"$f":"IFERROR($AW$128,\"\")","v":""},{"$f":"IFERROR(($AW$133/12),\"\")","v":""},{"$f":"IFERROR(($AW$131/12),\"\")","v":0},{"$f":"IFERROR($AW$139,\"\")","v":""},{"$f":"IFERROR(($AW$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AW$142/12),\"\")","v":0},{"$f":"IFERROR($AW$117,\"\")","v":""},null,{"$f":"IFERROR(($AW$122),\"\")","v":""},{"$f":"IFERROR(($AW$120),\"\")","v":0}]
[null,"T3S2:",{"$f":"IFERROR($AX$128,\"\")","v":""},{"$f":"IFERROR(($AX$133/12),\"\")","v":""},{"$f":"IFERROR(($AX$131/12),\"\")","v":0},{"$f":"IFERROR($AX$139,\"\")","v":""},{"$f":"IFERROR(($AX$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AX$142/12),\"\")","v":0},{"$f":"IFERROR($AX$117,\"\")","v":""},null,{"$f":"IFERROR(($AX$122),\"\")","v":""},{"$f":"IFERROR(($AX$120),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Determination of Controlling Shear Capacities"]
[null,"T3-3:",{"$f":"IFERROR($AY$128,\"\")","v":""},{"$f":"IFERROR(($AY$133/12),\"\")","v":""},{"$f":"IFERROR(($AY$131/12),\"\")","v":0},{"$f":"IFERROR($AY$139,\"\")","v":""},{"$f":"IFERROR(($AY$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AY$142/12),\"\")","v":0},{"$f":"IFERROR($AY$117,\"\")","v":""},null,{"$f":"IFERROR(($AY$122),\"\")","v":""},{"$f":"IFERROR(($AY$120),\"\")","v":0}]
[null,"NRL:",{"$f":"IFERROR($AZ$128,\"\")","v":""},{"$f":"IFERROR(($AZ$133/12),\"\")","v":""},{"$f":"IFERROR(($AZ$131/12),\"\")","v":0},{"$f":"IFERROR($AZ$139,\"\")","v":""},{"$f":"IFERROR(($AZ$144/12),\"\")","v":""},null,{"$f":"IFERROR(($AZ$142/12),\"\")","v":0},{"$f":"IFERROR($AZ$117,\"\")","v":""},null,{"$f":"IFERROR(($AZ$122),\"\")","v":""},{"$f":"IFERROR(($AZ$120),\"\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D =",{"$f":"$E$19-$E$22-$E$23","v":0},"in, clear, unsupported distance between flange components"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"do =",{"$f":"INDEX($Q$30:$Q$45,MATCH($AP$117,$P$30:$P$45,0),1)*12","v":{"$error":"#N/A"}},"in, distance between transverse stiffeners"]
[null,"Additional Notes"]
[null,null,null,null,null,null,null,"€§ HS Ratings",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tw =",{"$f":"$E$20","v":0},"in, web thickness"]
[null,null,null,null,null,null,null,"HS Inventory:",null,null,null,{"$f":"IFERROR($AP$150*20,\"\")","v":""},{"$f":"IFERROR($AP$150,\"\")","v":""}]
[null,null,null,null,null,null,null,"HS Operating:",null,null,null,{"$f":"IFERROR($AP$151*20,\"\")","v":""},{"$f":"IFERROR($AP$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fy =",{"$f":"$E$27","v":36},"ksi, yield strength of the web plate"]
[null,null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"For Unstiffened webs, the shear capacity shall be limited to the plastic or buckling shear force (AASHTO EQ. 10-113)"]
[null,null,null,null,null,null,null,"H Inventory:",null,null,null,{"$f":"IFERROR($AO$150*20,\"\")","v":""},{"$f":"IFERROR($AO$150,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"where k =",{"$f":"IF($E$31=\"N\",5,5+(5/(BA56/BA55)^2))","v":{"$error":"#N/A"}},{"$f":"IF($E$31=\"Y\",\"Stiffened\",\"Unstiffened\")","v":"Unstiffened"}]
[null,null,null,null,null,null,null,"H Operating:",null,null,null,{"$f":"IFERROR($AO$151*20,\"\")","v":""},{"$f":"IFERROR($AO$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D/tw"]
[null,null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO 10-48.8.1):",{"$f":"$BA$55/$BA$58","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$64<=+BC$64,\"<\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"(6000*SQRT($BA$62))/SQRT($E$27*1000)","v":{"$error":"#N/A"}},{"$f":"IF(+BA$64<=+BC$64,1,0)","v":{"$error":"#DIV/0!"}},"C =",1]
[null,null,null,null,null,null,null,"SU4 Operating:",null,{"$f":"IFERROR($AQ$151,\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR($AW$151,\"\")","v":""}]
[null,null,null,null,null,null,null,"SU5 Operating:",null,{"$f":"IFERROR($AR$151,\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR($AX$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-116):",{"$f":"$BA$55/$BA$58","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$66>=+BC$64,IF(+BA$66<=+BC$66,\"<=\",\">=\"),\"<\"&$BC$64)","v":{"$error":"#DIV/0!"}},{"$f":"(7500*SQRT($BA$62))/SQRT($E$27*1000)","v":{"$error":"#N/A"}},{"$f":"IF(AND(+BA$66>=+BC$64,+BA$66<=+BC$66),1,0)","v":{"$error":"#DIV/0!"}},"C =",{"$f":"(6000*SQRT($BA$62))/($BA$66*SQRT($BA$60*1000))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"SU6 Operating:",null,{"$f":"IFERROR($AS$151,\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR($AY$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-117):",{"$f":"$BA$55/$BA$58","v":{"$error":"#DIV/0!"}},{"$f":"IF(+BA$67<=+BC$67,\"<\",\">\")","v":{"$error":"#DIV/0!"}},{"$f":"(7500*SQRT($BA$62))/SQRT($E$27*1000)","v":{"$error":"#N/A"}},{"$f":"IF(+BA$67>+BC$67,1,0)","v":{"$error":"#DIV/0!"}},"C =",{"$f":"(4.5*10^7)*$BA$62/(($BA$67^2)*($BA$60*1000))","v":{"$error":"#N/A"}}]
[null,"€ - ",{"$f":"IFERROR(IF(AP150=AP123,\"Strength Controls Ratings\",IF(AP150=AP134,\"Strength Controls Ratings\",IF(AP150=AP145,\"Strength Controls Ratings\",\"AASHTO 10.57 (Serviceability) Controls Ratings\"))),\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,null,"SU7 Operating:",null,{"$f":"IFERROR($AT$151,\"\")","v":""},null,"NRL:",{"$f":"IFERROR($AZ$151,\"\")","v":""}]
[null,"§ -",{"$f":"IFERROR(IF(AP123=AP150,\"Shear Controls Ratings\", IF(OR(AP134=AP150,AP135=AP150),\"Positive Moment Analysis Controls Ratings\",\"Negative Moment Analysis Controls Ratings\")),\"Analysis Not Performed\")","v":"Analysis Not Performed"},null,null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vp =",{"$f":"0.58*$BA$60*$BA$55*$BA$58","v":0},"k, (AASHTO EQ. 10-115)"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,null,"EV2 Operating:",null,{"$f":"IFERROR($AU$151,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR($AV$151,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vu =",{"$f":"IF($E$31=\"N\",IF($BD$64,$BF$64,IF($BD$66,$BF$66,$BF$67))*BA69,(IF($BD$64,$BF$64,IF($BD$66,$BF$66,$BF$67))+(0.87*(1-IF($BD$64,$BF$64,IF($BD$66,$BF$66,$BF$67)))/SQRT(1+(BA56/BA55)^2)))*BA69)","v":{"$error":"#DIV/0!"}},{"$f":"IF($E$31=\"N\",\"k, (AASHTO EQ. 10-113)\",\"k, (AASHTO EQ. 10-114)\")","v":"k, (AASHTO EQ. 10-114)"}]
[null,"£ - ",{"$f":"IFERROR(IF(AO150=AO123,\"Strength Controls Ratings\",IF(AO150=AO134,\"Strength Controls Ratings\",IF(AO150=AO145,\"Strength Controls Ratings\",\"AASHTO 10.57 (Serviceability) Controls Ratings\"))),\"Strength Controls Ratings\")","v":"Strength Controls Ratings"},null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula."]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Table of inputs for analysis"]
[null,"Controlling Ratings (Shear vs Moments)",null,null,null,null,null,null,null,null,null,null,null,null,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33]
[null,"H20","HS20","SU4",null,"SU5","SU6",null,null,"SU7",null,"EV2","EV3",null,"deck width, ft","deck thickness, in","deck elastic modulus, ksi","deck DL, ksf","number  of stringers","stringer weight, k/ft","distance to first stringer, ft","stringer spacing, ft","left adjacent span length, ft","right adjacent span length, ft","number of lanes","cap length, ft","cap moment \nof inertia, in4","cap weight, k/ft","cap elastic modulus, ksi","number  of piles","distance to first pile, ft","Pile Spacing","Detailed Print"]
[null,{"$f":"IF(OR(AO151=AO125,AO151=AO126),\"V\",IF(OR(AO151=AO136,AO151=AO137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AP151=AP125,AP151=AP126),\"V\",IF(OR(AP151=AP136,AP151=AP137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AQ151=AQ125,AQ151=AQ126),\"V\",IF(OR(AQ151=AQ136,AQ151=AQ137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,{"$f":"IF(OR(AR151=AR125,AR151=AR126),\"V\",IF(OR(AR151=AR136,AR151=AR137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AS151=AS125,AS151=AS126),\"V\",IF(OR(AS151=AS136,AS151=AS137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,null,{"$f":"IF(OR(AT151=AT125,AT151=AT126),\"V\",IF(OR(AT151=AT136,AT151=AT137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,{"$f":"IF(OR(AU151=AU125,AU151=AU126),\"V\",IF(OR(AU151=AU136,AU151=AU137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},{"$f":"IF(OR(AV151=AV125,AV151=AV126),\"V\",IF(OR(AV151=AV136,AV151=AV137),\"+M\",\"-M\"))","v":{"$error":"#N/A"}},null,{"$f":"M21","v":0},{"$f":"M18","v":0},{"$f":"M19","v":0},{"$f":"M20","v":0},{"$f":"IF($K$23=\"Concrete Slab\",MIN(ROUNDUP($M$21,0),20),$M$25)","v":0},{"$f":"IF($K$23=\"Concrete Slab\",0,$M$24)","v":0},{"$f":"IF($K$23=\"Concrete Slab\",IF(Q77=20,MIN(M21,E28)/20/2,IF(M21>E28,(E28/M21)/2+(M21-E28)/2,0.5)),IF($M$26=0,0.001,$M$26))","v":1E-3},{"$f":"IF($K$23=\"Concrete Slab\",IF(S77=20,MIN(M21,E28)/20,IF(E28<M21,E28/M21,1)),M27/12)","v":0},{"$f":"E33","v":0},{"$f":"$E$34","v":0},{"$f":"M8","v":1},{"$f":"E28","v":0},{"$f":"$E$25","v":""},{"$f":"E29","v":0},{"$f":"$E$30","v":29000},{"$f":"M29","v":0},{"$f":"M30","v":0},{"$f":"Q30","v":0},{"$f":"IF(M37=\"Yes\",\"Yes\",\"No\")","v":"No"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<2,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<3,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<3,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<4,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<4,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<5,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<5,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<6,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<6,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<7,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<7,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<8,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"Q37","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<8,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<9,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<9,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<10,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<10,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<11,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<11,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<12,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<12,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<13,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<13,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<14,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<14,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<15,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<15,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<16,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<16,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<17,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<17,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<18,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<18,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<19,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<19,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<20,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<20,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<21,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<21,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<22,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<22,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<23,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<23,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<24,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<24,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<25,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<25,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<26,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<26,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<27,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<27,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<28,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<28,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<29,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<29,\"\",$M$24))","v":""},null,{"$f":"IF($M$25<30,\"\",IF($K$23=\"Concrete Slab\",IF($E$28<$M$21,$E$28/$M$21,1),$M$27/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($K$23=\"Concrete Slab\",0,IF($M$25<30,\"\",$M$24))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Output Table"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span","DL","H20","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL",null,null,null,null,null,null,null,null,null,null,null,"H20 V","HS20 V","SU4 V","SU5 V","SU6 V","SU7 V","EV2 V","EV3 V","Type 3 V","Type 3-S2 V","Type 3-3 V","NRL V"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Section",null,null,{"$f":"MATCH(MAX(AO$155:AO$169),AO$155:AO$169,0)","v":{"$error":"#N/A"}},{"$f":"MATCH(MAX(AP$155:AP$169),AP$155:AP$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Vu (k)",null,null,{"$f":"$BA$70","v":{"$error":"#DIV/0!"}},{"$f":"$BA$70","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling V LL w/o IM (k)",null,null,{"$f":"MAX(AO155:AO169)","v":0},{"$f":"MAX(AP155:AP169)","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed V + IM (k-in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k)",null,null,{"$f":"VLOOKUP(AO117,$AK$155:$AZ$169,4,0)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AP117,$AK$155:$AZ$169,4,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",null,null,{"$f":"IF(AND(AO122<>0,AO120=0),1.25,(AO$118-1.3*ABS(AO$122))/(2.17*ABS(AO$120)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",null,null,{"$f":"IF(AND(AO122<>0,AO120=0),2.083,(AO$118-1.3*ABS(AO$122))/(1.3*ABS(AO$120)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AP122<>0,AP120=0),2.083,(AP$118-1.3*ABS(AP$122))/(1.3*ABS(AP$120)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AQ122<>0,AQ120=0),2,(AQ$118-1.3*ABS(AQ$122))/(1.3*ABS(AQ$120)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H20 +M","HS20 +M","SU4 +M","SU5 +M","SU6 +M","SU7 +M","EV2 +M","EV3 +M","Type 3 +M","Type 3-S2 +M","Type 3-3 +M","NRL +M"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Section",null,null,{"$f":"MATCH(MAX(BF$155:BF$169),BF$155:BF$169,0)","v":{"$error":"#N/A"}},{"$f":"MATCH(MAX(BG$155:BG$169),BG$155:BG$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"MATCH(MAX(BP$155:BP$169),BP$155:BP$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Cu (k-ft)",null,null,{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service Capacity Cserv (k-ft)",null,null,{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling +M LL w/o IM (k-in)",null,null,{"$f":"MAX(BF155:BF169)","v":0},{"$f":"MAX(BG155:BG169)","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed +M + IM (k-in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-in)",null,null,{"$f":"VLOOKUP(AO128,$BB$155:$BQ$169,4,0)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AP128,$BB$155:$BQ$169,4,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",null,null,{"$f":"IF(AND(AO133<>0,AO131=0),1.25,(AO$129-1.3*ABS(AO$133/12))/(2.17*ABS(AO$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Serviceable RF",null,null,{"$f":"IF(AND(AO133<>0,AO131=0),1.25,(AO$130-ABS(AO$133/12))/(5*ABS(AO$131/12)*$U$49/3))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",null,null,{"$f":"IF(AND(AO133<>0,AO131=0),2.083,(AO$129-1.3*ABS(AO$133/12))/(1.3*ABS(AO$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AP133<>0,AP131=0),2.083,(AP$129-1.3*ABS(AP$133/12))/(1.3*ABS(AP$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$f":"IF(AND(AQ133<>0,AQ131=0),2,(AQ$129-1.3*ABS(AQ$133/12))/(1.3*ABS(AQ$131/12)*$U$49))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Serviceable RF",null,null,{"$f":"AO$135*1.67","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"IF(AND(AO133<>0,AO131=0),2,(AU$130-ABS(AU$133/12))/(5*ABS(AU$131/12)*$U$49/3)*1.67)","v":{"$error":"#N/A"}},{"$f":"IF(AND(AP133<>0,AP131=0),2,(AV$130-ABS(AV$133/12))/(5*ABS(AV$131/12)*$U$49/3)*1.67)","v":{"$error":"#N/A"}},{"$f":"IF(AND(AQ133<>0,AQ131=0),2,(AW$130-ABS(AW$133/12))/(5*ABS(AW$131/12)*$U$49/3)*1.67)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H20 -M","HS20 -M","SU4 -M","SU5 -M","SU6 -M","SU7 -M","EV2 -M","EV3 -M","Type 3 -M","Type 3-S2 -M","Type 3-3 -M","NRL -M"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Section",null,null,{"$f":"MATCH(MAX(BW$155:BW$169),BW$155:BW$169,0)","v":{"$error":"#N/A"}},{"$f":"MATCH(MAX(BX$155:BX$169),BX$155:BX$169,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Capacity Cu (k-ft)",null,null,{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$f":"$BA$48","v":{"$error":"#DIV/0!"}},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service Capacity Cserv (k-ft)",null,null,{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$f":"$BA$49","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling -M LL w/o IM (k-in)",null,null,{"$f":"MAX(BW155:BW169)","v":0},{"$f":"MAX(BX155:BX169)","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distributed -M + IM (k-in)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling DL At Section (k-in)",null,null,{"$f":"VLOOKUP(AO139,$BS$155:$CH$169,4,0)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP(AP139,$BS$155:$CH$169,4,0)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Load Factor RF",null,null,{"$f":"IF(AO142<1,\"\",IF(AND(AO133<>0,AO131=0),1.25,(AO$140-1.3*ABS(AO$144/12))/(2.17*ABS(AO$142/12)*$U$49)))","v":""},{"$f":"IF(AP142<1,\"\",IF(AND(AP133<>0,AP131=0),1.25,(AP$140-1.3*ABS(AP$144/12))/(2.17*ABS(AP$142/12)*$U$49)))","v":""},"","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV Serviceable RF",null,null,{"$f":"IF(AO142<1,\"\",IF(AND(AO133<>0,AO131=0),1.25,(AO$141-ABS(AO$144/12))/(5*ABS(AO$142/12)*$U$49/3)))","v":""},{"$f":"IF(AP142<1,\"\",IF(AND(AP133<>0,AP131=0),1.25,(AP$141-ABS(AP$144/12))/(5*ABS(AP$142/12)*$U$49/3)))","v":""},"","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Load Factor RF",null,null,{"$f":"IF(AO142<1,\"\",IF(AND(AO133<>0,AO131=0),2.083,(AO$140-1.3*ABS(AO$144/12))/(1.3*ABS(AO$142/12)*$U$49)))","v":""},{"$f":"IF(AP142<1,\"\",IF(AND(AP133<>0,AP131=0),2.083,(AP$140-1.3*ABS(AP$144/12))/(1.3*ABS(AP$142/12)*$U$49)))","v":""},"","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR Serviceable RF",null,null,{"$f":"IF(AO142<1,\"\",AO$146*1.67)","v":""},{"$f":"IF(AP142<1,\"\",AP$146*1.67)","v":""},"","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling Ratings"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INV RF",null,null,{"$f":"MIN(AO123,AO134,AO135,AO145,AO146)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},"-","-","-","-","-","-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"OPR RF",null,null,{"$f":"MIN(AO125,AO136,AO137,AO147,AO148)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"MIN(AU125,AU136,AU147)","v":{"$error":"#N/A"}},{"$f":"MIN(AV125,AV136,AV147)","v":{"$error":"#N/A"}},{"$f":"MIN(AW125,AW136,AW147)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Shear Table from Outputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mom Pos Table from Outputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mom Neg Table from Outputs"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(INDEX(O$117:O$143,SMALL(IF(O$117:O$143=$AL$153,ROW(O$117:O$143)),ROW(3:3))-1,1),\"\")","v":""},"Span","DL","H20","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL",null,null,{"$f":"IFERROR(INDEX(O$117:O$143,SMALL(IF(O$117:O$143=$AL$153,ROW(O$117:O$143)),ROW(15:15))-1,1),\"\")","v":""},"Span","DL","H20","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL",null,null,{"$f":"IFERROR(INDEX(O$117:O$143,SMALL(IF(O$117:O$143=$AL$153,ROW(O$117:O$143)),ROW(27:27))-1,1),\"\")","v":""},"Span","DL","H20","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"IF($O$117=\"Shear\",O$117,\"\")","v":""},"","","","","","","","","","","","","","",null,1,{"$f":"IF($O$118=\"Mom pos\",O$118,\"\")","v":""},{"$f":"IF($O$118=\"Mom pos\",P$117,\"\")","v":""},{"$f":"IF($O$118=\"Mom pos\",Q$118,\"\")","v":""},"","","","","","","","","","","","",null,1,{"$f":"IF($O$119=\"Mom neg\",O$119,\"\")","v":""},{"$f":"IF($O$119=\"Mom neg\",P$117,\"\")","v":""},{"$f":"IF($O$119=\"Mom neg\",Q$119,\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,{"$f":"IF($O$120=\"Shear\",O$120,\"\")","v":""},"","","","","","","","","","","","","","",null,2,{"$f":"IF($O$121=\"Mom pos\",O$121,\"\")","v":""},{"$f":"IF($O$121=\"Mom pos\",P$120,\"\")","v":""},{"$f":"IF($O$121=\"Mom pos\",Q$121,\"\")","v":""},"","","","","","","","","","","","",null,2,{"$f":"IF($O$122=\"Mom neg\",O$122,\"\")","v":""},{"$f":"IF($O$122=\"Mom neg\",P$120,\"\")","v":""},{"$f":"IF($O$122=\"Mom neg\",Q$122,\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,{"$f":"IF($O$123=\"Shear\",O$123,\"\")","v":""},"","","","","","","","","","","","","","",null,3,{"$f":"IF($O$124=\"Mom pos\",O$124,\"\")","v":""},{"$f":"IF($O$124=\"Mom pos\",P$123,\"\")","v":""},{"$f":"IF($O$124=\"Mom pos\",Q$124,\"\")","v":""},"","","","","","","","","","","","",null,3,{"$f":"IF($O$125=\"Mom neg\",O$125,\"\")","v":""},{"$f":"IF($O$125=\"Mom neg\",P$123,\"\")","v":""},{"$f":"IF($O$125=\"Mom neg\",Q$125,\"\")","v":""},"","","","","","","","","","","",""]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,{"$f":"IF($O$129=\"Shear\",O$129,\"\")","v":""},"","","","","","","","","","","","","","",null,5,{"$f":"IF($O$130=\"Mom pos\",O$130,\"\")","v":""},{"$f":"IF($O$130=\"Mom pos\",P$129,\"\")","v":""},{"$f":"IF($O$130=\"Mom pos\",Q$130,\"\")","v":""},"","","","","","","","","","","","",null,5,{"$f":"IF($O$131=\"Mom neg\",O$131,\"\")","v":""},{"$f":"IF($O$131=\"Mom neg\",P$129,\"\")","v":""},{"$f":"IF($O$131=\"Mom neg\",Q$131,\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,{"$f":"IF($O$132=\"Shear\",O$132,\"\")","v":""},"","","","","","","","","","","","","","",null,6,{"$f":"IF($O$133=\"Mom pos\",O$133,\"\")","v":""},{"$f":"IF($O$133=\"Mom pos\",P$132,\"\")","v":""},{"$f":"IF($O$133=\"Mom pos\",Q$133,\"\")","v":""},"","","","","","","","","","","","",null,6,{"$f":"IF($O$134=\"Mom neg\",O$134,\"\")","v":""},{"$f":"IF($O$134=\"Mom neg\",P$131,\"\")","v":""},{"$f":"IF($O$134=\"Mom neg\",Q$134,\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,{"$f":"IF($O$135=\"Shear\",O$135,\"\")","v":""},"","","","","","","","","","","","","","",null,7,{"$f":"IF($O$136=\"Mom pos\",O$136,\"\")","v":""},{"$f":"IF($O$136=\"Mom pos\",P$135,\"\")","v":""},{"$f":"IF($O$136=\"Mom pos\",Q$136,\"\")","v":""},"","","","","","","","","","","","",null,7,{"$f":"IF($O$137=\"Mom neg\",O$137,\"\")","v":""},{"$f":"IF($O$137=\"Mom neg\",P$135,\"\")","v":""},{"$f":"IF($O$137=\"Mom neg\",Q$137,\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,{"$f":"IF($O$138=\"Shear\",O$138,\"\")","v":""},"","","","","","","","","","","","","","",null,8,{"$f":"IF($O$139=\"Mom pos\",O$139,\"\")","v":""},{"$f":"IF($O$139=\"Mom pos\",P$138,\"\")","v":""},{"$f":"IF($O$139=\"Mom pos\",Q$139,\"\")","v":""},"","","","","","","","","","","","",null,8,{"$f":"IF($O$140=\"Mom neg\",O$140,\"\")","v":""},{"$f":"IF($O$140=\"Mom neg\",P$138,\"\")","v":""},{"$f":"IF($O$140=\"Mom neg\",Q$140,\"\")","v":""},"","","","","","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,{"$f":"IF($O$141=\"Shear\",O$141,\"\")","v":""},"","","","","","","","","","","","","","",null,9,{"$f":"IF($O$142=\"Mom pos\",O$142,\"\")","v":""},{"$f":"IF($O$142=\"Mom pos\",P$141,\"\")","v":""},{"$f":"IF($O$142=\"Mom pos\",Q$142,\"\")","v":""},"","","","","","","","","","","","",null,9,{"$f":"IF($O$143=\"Mom neg\",O$143,\"\")","v":""},{"$f":"IF($O$143=\"Mom neg\",P$141,\"\")","v":""},{"$f":"IF($O$143=\"Mom neg\",Q$143,\"\")","v":""},"","","","","","","","","","","",""]
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[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,"Deck Dead Load Values"]
[null,"Timber Cap (ASD)",null,null,null,null,null,null,null,null,null,null,null,null,"Deck Name","Material Unit Weight (kcf)","Deck Weight (ksf)","Fill Weight (ksf)","Wearing Surface (ksf)","Misc. Weight (ksf)","Total Weight (ksf)",null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS",null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure List"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},null,"Material","Unit Weight",null,null,null,null,null,null,null,null,null,null,null,null,"Timber Stringer"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},null,"Concrete",0.15,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Steel Girder (GFS)"]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E13","v":"Steel Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F13","v":0},{"$f":"'Dead Load Calcs and Tables'!G13","v":0},{"$f":"'Dead Load Calcs and Tables'!H13","v":0},{"$f":"'Dead Load Calcs and Tables'!I13","v":0},{"$f":"'Dead Load Calcs and Tables'!J13","v":0},{"$f":"'Dead Load Calcs and Tables'!K13","v":0},null,"Steel",0.49,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Concrete Girder"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},null,"Wood/Timber",0.05,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Prestressed Girder",null,null,"Location","Span 1","Span 2"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E15","v":"Timber Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F15","v":0},{"$f":"'Dead Load Calcs and Tables'!G15","v":0},{"$f":"'Dead Load Calcs and Tables'!H15","v":0},{"$f":"'Dead Load Calcs and Tables'!I15","v":0},{"$f":"'Dead Load Calcs and Tables'!J15","v":0},{"$f":"'Dead Load Calcs and Tables'!K15","v":0},null,"Soil (Light)",0.1,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Concrete Slab",null,null,{"$f":"$E$25","v":0},{"$f":"E26","v":0},{"$f":"IF(AN8=\"Abutment\",\"-\",E27)","v":0}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E16","v":0},{"$f":"'Dead Load Calcs and Tables'!F16","v":0},{"$f":"'Dead Load Calcs and Tables'!G16","v":0},{"$f":"'Dead Load Calcs and Tables'!H16","v":0},{"$f":"'Dead Load Calcs and Tables'!I16","v":0},{"$f":"'Dead Load Calcs and Tables'!J16","v":0},{"$f":"'Dead Load Calcs and Tables'!K16","v":0},null,"Soil (Medium)",0.11,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"% Between Floor/Ceiling",{"$f":"IFERROR(((AO8-AO10)/(AO11-AO10)),0)","v":0},{"$f":"IFERROR(((AP8-AP10)/(AP11-AP10)),0)","v":0}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Heavy)",0.12,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Floor",{"$f":"IFERROR(FLOOR(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(FLOOR(AP8,2.5),\"-\")","v":0}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gravel",0.125,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ceiling",{"$f":"IFERROR(CEILING(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(CEILING(AP8,2.5),\"-\")","v":0}]
[null,null,null,null,null,null,"Cap Descr:",null,null,null,null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nearest",{"$f":"IFERROR(IF(((AO11-AO8)>(AO8-AO10)),AO10,AO11),\"-\")","v":0},{"$f":"IFERROR(IF(((AP11-AP8)>(AP8-AP10)),AP10,AP11),\"-\")","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name","Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact"]
[null,"Cap Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span Round Up",null,"Span Round Down"]
[]
[null,"DATA INPUT TABLE",null,null,null,null,"DEAD LOAD CALCS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},{"$f":"'Dead Load Calcs and Tables'!M22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"All values based upon HS Truck Rating Factors per Wheel loads, and span configurations.",null,"Table Span 1 Description (Round Up)","Table Span 2 Description (Round Up)","Table Span 1 Description (Round Down)","Table Span 2 Description (Round Down)"]
[null,"Bent ID Number:",null,null,null,null,"Effective Deck Length for Dead Loads (ft):",null,null,null,{"$f":"IF(E25=\"Int. Bent\",((E26+E27)/2),E26/2)","v":0},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},{"$f":"'Dead Load Calcs and Tables'!M23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,null,"Lane Loading Values (>33' Span for H-Truck and 120' for HS Truck) ***",null,null,null,null,null,"Timber Condition***/###",null,"Allowable Bending Stress (ksi)","Allowable Shear Stress (ksi)"]
[null,"Pile Spacing (ft):",null,null,null,null,"Deck Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,null,null,null,null,null,null,null,"Good (minor weathering and decay)",null,1.6,0.16500000000000001,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E26<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26>100),\"100_100\",AN19))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AO19))))","v":"0_0"},{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E26<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26>100),\"100_100\",AP19))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AQ19))))","v":"0_0"}]
[null,"Equivalent Length Factor:",null,null,null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},{"$f":"'Dead Load Calcs and Tables'!M25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,null,"Concentrated Load (Moment) (k)","Concentrated Load (Shear) (k)","Uniform Load (klf)","R (K)",null,null,"Fair (Substantial decay or damage)",null,1.2,0.125,null,null,null,null,null,null,null,null,{"$f":"IF(E25=\"Abutment\",\"0\"&\"_\"&CEILING(E26,2.5),CEILING(E26,2.5)&\"_\"&CEILING(E26,2.5))","v":"0_0"},{"$f":"IF(E25=\"Abutment\",\"-\",CEILING(E27,2.5)&\"_\"&CEILING(E27,2.5))","v":"0_0"},{"$f":"IF(E25=\"Abutment\",\"0\"&\"_\"&FLOOR(E26,2.5),FLOOR(E26,2.5)&\"_\"&FLOOR(E26,2.5))","v":"0_0"},{"$f":"IF(E25=\"Abutment\",\"-\",FLOOR(E27,2.5)&\"_\"&FLOOR(E27,2.5))","v":"0_0"}]
[null,"Cap Unit Weight (kcf):",null,null,{"$f":"X7","v":0.05},null,"Superstructure Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},{"$f":"'Dead Load Calcs and Tables'!M26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,"H15",13.5,19.5,0.48,{"$f":"(W20+K17*$X$20)/2","v":9.75},null,null,"Poor (Severe deterioration)",null,0.8,0.08]
[null,"Cap Width (in):",null,null,null,null,"Superstructure Member Spacing (in):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},{"$f":"'Dead Load Calcs and Tables'!M27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,"H20",18,26,0.64,{"$f":"(W21+K17*$X$21)/2","v":13},null,null,"*** The allowable bending stress and allowable shear stress recommendations are for seasoned and pressured treated southern pine. Reduce these values 25% for untreated timber.",null,null,null,null,null,null,null,null,null,"Continuity is not considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,"Cap Height (in):",null,null,null,null,"Superstructure Member Weight (klf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},{"$f":"'Dead Load Calcs and Tables'!M28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,"HS15",13.5,19.5,0.48,{"$f":"(W22+K17*$X$22)/2","v":9.75},null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Up",null,{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE)","v":{"$error":"#N/A"}}]
[null,"Notched Height (in):",null,null,null,null,"Cap Weight (klf):",null,null,null,{"$f":"E22*E21/144*E20","v":0},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},{"$f":"'Dead Load Calcs and Tables'!M29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,"HS20",18,26,0.64,{"$f":"(W23+K17*$X$23)/2","v":13},null,null,"### The values for shear include a 50% increase permitted by Article 3.4.4.2 © of the National Design Specification for Wood Construction, 1982 Edition.",null,null,null,null,null,null,null,null,null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE),\"\")","v":""}]
[null,"Cap Condition:",null,null,null,null,"Total Dead Load (klf):",null,null,null,{"$f":"IF(I20=\"Concrete Slab\", (K19*K17+K23),(K23+K22*K17/(K21/12)+K19*K17))","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},{"$f":"'Dead Load Calcs and Tables'!M30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,"*** 10' wide lanes @ 75% for secondary vehicles in Lane Loading",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Down",null,{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE)","v":{"$error":"#N/A"}}]
[null,"Abutment or Int. Bent:",null,null,null,null,"MISC. CAP ANALYSIS PROPERTIES",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},{"$f":"'Dead Load Calcs and Tables'!M31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE),\"\")","v":""}]
[null,"Adjacent Span Length 1 (ft):",null,null,null,null,"Equiv. Simple Span Length (ft):",null,null,null,{"$f":"E18*E19","v":0},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},{"$f":"'Dead Load Calcs and Tables'!M32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min",null,{"$f":"MIN(AN22:AN25)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"MIN(AR22:AR25)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,"Adjacent Span Length 2 (ft):",null,null,null,null,"K:",null,null,null,{"$f":"(IF(E23=\"\",E22,E23)/E22)^2","v":{"$error":"#DIV/0!"}},null,"< K = (Height at notch/full cap height)2",null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},{"$f":"'Dead Load Calcs and Tables'!M33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,"Moment Analysis (Wheel Load)",null,"Shear Analysis (Wheel Load)"]
[null,"Superstructure Material Type:",null,null,null,null,"Effective Cap Height (in):",null,null,null,{"$f":"E22*K27","v":{"$error":"#DIV/0!"}},null,"< If notched, height*K ",null,null,null,null,null,null,null,"H15 Reaction (k):",{"$f":"W75","v":"Span Needed"},"H15 Reaction (k):",{"$f":"W75","v":"Span Needed"}]
[null,"Is Superstructure Continuous Over Cap:",null,null,null,null,"Allowable Bending Stress, Fb (ksi):",null,null,null,{"$f":"IF(E24=\"Good\",1.6,IF(E24=\"Fair\",1.2,0.8))","v":0.8},null,null,null,null,null,null,null,null,null,"HS15 Reaction (k):",{"$f":"W76","v":"Span Needed"},"HS15 Reaction (k):",{"$f":"W76","v":"Span Needed"},null,null,null,null,null,null,null,null,null,null,null,null,null,"Continuity is considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,null,null,null,null,null,"Allowable Shear Stress, Fv (ksi):",null,null,null,{"$f":"IF(E24=\"Good\",0.165,IF(E24=\"Fair\",0.125,0.08))","v":0.08},null,null,null,null,null,null,null,null,null,"Moment Analysis (Lane Load - Wheel Load)",null,"Shear Analysis (Lane Load - Wheel Load)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Up",null,{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,"Sx (in3):",null,null,null,{"$f":"E21/6*K28*K28","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,"H15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y20)","v":"Span Needed"},"H15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y20)","v":"Span Needed"},null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,"Distance to Critical Section (ft):",null,null,null,{"$f":"(E18/4+3*E22/12)*0.5","v":0},null,null,null,null,null,null,null,null,null,"HS15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y22)","v":"Span Needed"},"HS15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y22)","v":"Span Needed"},null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Down",null,{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,"Effective Horizontal Shear Factor, KS:",null,null,null,{"$f":"MIN((10/9*(K32*K32/(E22/12)/(E22/12))/(2+(K32*K32/(E22/12)/(E22/12)))),1)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Consider Lane Loading for H-Truck:",null,null,"Yes",null,null,null,null,null,null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Consider Lane Loading for HS-Truck:",null,null,"Yes",null,null,null,null,null,null,"Min",null,{"$f":"IF(AN30=\"\",\"\",MIN(AN30:AN33))","v":""},{"$f":"IF(AO30=\"\",\"\",MIN(AO30:AO33))","v":""},"","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SUM(E26:E27)>120,\"Consider Lane Loading for H and HS trucks\",IF(OR(E26>33,E27>33),\"Consider Lane Loading for H-15 and HS-15 Trucks Only\",\"\"))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null," ",null,"H-15 / HS-15 Bending Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling (Interpolated)",null,{"$f":"IF($AN$38=\"Yes\",AN47,AN46)","v":{"$error":"#N/A"}},{"$f":"IF($AN$38=\"Yes\",AO47,AO46)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MALL",{"$f":"K29*K31/12","v":{"$error":"#DIV/0!"}},"kft","FB * S","Floorbeam and Cap Moments++",null,null,null,null,null,"Lane Loads","++Moment analysis using Effective Simple Span Length due to simple span moment check."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MDL",{"$f":"E19*E18*E19*E18/8*K24","v":{"$error":"#DIV/0!"}},"kft",null,null,null,"Eqiv. Length (Min)","Equiv. Length (Max)","Valid?","MLL (H15)","MLL (H15)",null,null,null,null,null,null,null,null,null,null,null,null,"Consider Continuity?",null,{"$f":"IF(E25=\"Abutment\",\"N/A\",IF(E28=\"\",\"N/A\",IF(OR(E28=\"Timber\",E28=\"Mixed\"),\"No\",E29)))","v":"N/A"}]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"MLL",{"$f":"IF(K8=1,X46,X47)","v":{"$error":"#VALUE!"}},"kft",null,"1 Wheel Line","1-Lane",0,10.29,{"$f":"IF(AND(OR($K$26>U39,$K$26=U39),OR($K$26<V39,$K$26=V39)),TRUE,FALSE)","v":true},{"$f":"IF(W39,(V28*K26/4),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W39,(V31*K26/4),0)","v":{"$error":"#VALUE!"}}]
[]
[null,"Moment Analysis",null,null,null,null,"Shear Analysis",null,null,null,null,null,null,null,"RLL (H15)",{"$f":"V28","v":"Span Needed"},"kips",null,"1 Wheel Line","2-Lane",0,5.19,{"$f":"IF(AND(OR($K$26>U41,$K$26=U41),OR($K$26<V41,$K$26=V41)),TRUE,FALSE)","v":true},{"$f":"IF(W41,(V28*K26/4),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W41,(V31*K26/4),0)","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Span(ft) Truck","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL"]
[null,"Max H15 Reaction (k):",null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(V28)),\"\"))","v":""},null,"Max H15 Reaction (k):",null,null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(X28)),\"\"))","v":""},null,null,null,"RLL (HS15)",{"$f":"V29","v":"Span Needed"},"kips",null,"2 Wheel Lines","1-Lane",10.3,999.99,{"$f":"IF(AND(OR($K$26>U42,$K$26=U42),OR($K$26<V42,$K$26=V42)),TRUE,FALSE)","v":false},{"$f":"IF(W42,(V28*(K26-3)*(K26-3)/(2*K26)),0)","v":0},{"$f":"IF(W42,(V31*(K26-3)*(K26-3)/(2*K26)),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,1,2,3,4,5,6,7,8,9,10,11,12]
[null,"Max HS15 Reaction (k):",null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(V29)),\"\"))","v":""},null,"Max HS15 Reaction (k):",null,null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(X29)),\"\"))","v":""},null,null,null,"RLLH15/RLLHS15",{"$f":"V28/V29","v":{"$error":"#VALUE!"}},null,null,"2 Wheel Lines","2-Lane",5.2,12.19,{"$f":"IF(AND(OR($K$26>U43,$K$26=U43),OR($K$26<V43,$K$26=V43)),TRUE,FALSE)","v":false},{"$f":"IF(W43,(V28*(K26-1.5)*(K26-1.5)/(2*K26)),0)","v":0},{"$f":"IF(W43,(V31*(K26-3)*(K26-3)/(2*K26)),0)","v":0}]
[null,"MALL (k-ft):",null,null,{"$f":"IFERROR((K29*K31/12),\"\")","v":""},null,"VALL (k):",null,null,null,{"$f":"IFERROR((2/3*E21*K28*K30),\"\")","v":""},null,null,null,"IR (H15)",{"$f":"15*(P37-P38)/P39","v":{"$error":"#DIV/0!"}},null,null,"3 Wheel Lines","2-Lane",12.2,17.690000000000001,{"$f":"IF(AND(OR($K$26>U44,$K$26=U44),OR($K$26<V44,$K$26=V44)),TRUE,FALSE)","v":false},{"$f":"IF(W44,(V28*(0.75*K26-4.5+0.75/K26)),0)","v":0},{"$f":"IF(W44,(V31*(0.75*K26-4.5+0.75/K26)),0)","v":0}]
[null,"MDL (k-ft):",null,null,{"$f":"IFERROR((K26*K26/8*K24),\"\")","v":""},null,"VDL (k):",null,null,null,{"$f":"IFERROR(((E18/2-E22/12)*K24),\"\")","v":""},null,null,null,"IR (HS15)",{"$f":"P44*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"4 Wheel Lines","2-Lane",17.7,999.99,{"$f":"IF(AND(OR($K$26>U45,$K$26=U45),OR($K$26<V45,$K$26=V45)),TRUE,FALSE)","v":false},{"$f":"IF(W45,(V28*(K26-9+2.25/K26)),0)","v":0},{"$f":"IF(W45,(V31*(K26-9+2.25/K26)),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"Interpolated Values:","Interpolated Values:","SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,"[Max H15] - MLL (k-ft):",null,null,{"$f":"IFERROR((IF(K8=1,MAX(X46),MAX(X47))),\"\")","v":""},null,"[Max H15] - VLL (k):",null,null,null,{"$f":"IFERROR((IF(K8=1,MAX(X57),MAX(X58))),\"\")","v":""},null,null,null,"OR (H15)",{"$f":"15*(1.36*P37-P38)/P39","v":{"$error":"#DIV/0!"}},null,null,"Controlling (1-Lane)= ",null,null,null,null,{"$f":"MAX(X39,X42)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y39,Y42)","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Continuity is not considered",null,{"$f":"IF(AN25<=AN24,(((AN23-AN25)*$AP$9)+AN25),(((AN22-AN24)*$AO$9)+AN24))","v":{"$error":"#N/A"}},{"$f":"IF(AO25<=AO24,(((AO23-AO25)*$AP$9)+AO25),(((AO22-AO24)*$AO$9)+AO24))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,"IR (H15):",null,null,{"$f":"IFERROR((15*(E44-E45)/E46),\"\")","v":""},null,"IR (H15):",null,null,null,{"$f":"IFERROR((15*(K44-K45)/K46),\"\")","v":""},null,null,null,"OR (HS15)",{"$f":"P46*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"Controlling (2-Lane)= ",null,null,null,null,{"$f":"MAX(X41,X43,X44,X45)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y41,Y43,Y44,Y45)","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Continuity is considered",null,{"$f":"IF(AN33<=AN32,(((AN31-AN33)*$AP$9)+AN33),(((AN30-AN32)*$AO$9)+AN32))","v":{"$error":"#VALUE!"}},{"$f":"IF(AO33<=AO32,(((AO31-AO33)*$AP$9)+AO33),(((AO30-AO32)*$AO$9)+AO32))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,"IR (HS15):",null,null,{"$f":"IFERROR((E47*(E42/E43)),\"\")","v":""},null,"IR (HS15):",null,null,null,{"$f":"IFERROR((K47*(K42/K43)),\"\")","v":""}]
[null,"OR (H15):",null,null,{"$f":"IFERROR((15*(1.36*E44-E45)/E46),\"\")","v":""},null,"OR (H15):",null,null,null,{"$f":"IFERROR((15*(1.36*K44-K45)/K46),\"\")","v":""},null,null,null,"H-15 / HS-15 Shear Analysis"]
[null,"OR (HS15):",null,null,{"$f":"IFERROR((E49*(E42/E43)),\"\")","v":""},null,"OR (HS15):",null,null,null,{"$f":"IFERROR((K49*(K42/K43)),\"\")","v":""},null,null,null,null,null,null,null,"Live Load Shear for Timber Caps+++",null,null,null,null,null,"Lane Loads","+++Shear analysis using Pile Spacing due to \"lever-rule\" anlaysis."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VALL",{"$f":"2/3*E21*K28*K30","v":{"$error":"#DIV/0!"}},"kips",null,null,null,"Pile Space (Min)","Pile Space (Max)","Valid?","VLL (H15)","VLL (H15)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VDL",{"$f":"(E18/2-E22/12)*K24","v":{"$error":"#DIV/0!"}},"kips",null,"1 Wheel Line","1-Lane",0,{"$f":"K32+6","v":6},{"$f":"IF(AND(OR($E$18>U52,$E$18=U52),OR($E$18<V52,$E$18=V52)),TRUE,FALSE)","v":true},{"$f":"IF(W52,(X28*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W52,(X31*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"KS",{"$f":"K33","v":{"$error":"#DIV/0!"}},null,null,"1 Wheel Line","2-Lane",0,{"$f":"K32+3","v":3},{"$f":"IF(AND(OR($E$18>U53,$E$18=U53),OR($E$18<V53,$E$18=V53)),TRUE,FALSE)","v":true},{"$f":"IF(W53,(X28*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W53,(X31*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VLL",{"$f":"IF(K8=1,X57,X58)","v":{"$error":"#VALUE!"}},"kips",null,"2 Wheel Lines","1-Lane",{"$f":"K32+6","v":6},999.99,{"$f":"IF($E$18>U54,TRUE,FALSE)","v":false},{"$f":"IF(W54,(2*X28*K33*(E18-K32-3)/E18),0)","v":0},{"$f":"IF(W54,(2*X31*K33*(E18-K32-3)/E18),0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"IR (H15)",{"$f":"15*(P51-P52)/P54","v":{"$error":"#DIV/0!"}},null,null,"2 Wheel Lines","2-Lane",{"$f":"K32+3","v":3},{"$f":"K32+9","v":9},{"$f":"IF(AND($E$18>U55,OR($E$18<V55,$E$18=V55)),TRUE,FALSE)","v":false},{"$f":"IF(W55,(2*X28*K33*(E18-K32-1.5)/E18),0)","v":0},{"$f":"IF(W55,(2*X31*K33*(E18-K32-1.5)/E18),0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"IR (HS15)",{"$f":"P55*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"3 Wheel Lines","2-Lane",{"$f":"K32+9","v":9},999.99,{"$f":"IF($E$18>U56,TRUE,FALSE)","v":false},{"$f":"IF(W56,(3*X28*K33*(E18-K32-4)/E18),0)","v":0},{"$f":"IF(W56,(3*X31*K33*(E18-K32-4)/E18),0)","v":0}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"OR (H15)",{"$f":"15*(1.36*P51-P52)/P54","v":{"$error":"#DIV/0!"}},null,null,"Controlling (1-Lane)= ",null,null,null,null,{"$f":"MAX(X52,X54)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y52,Y54)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,"OR (HS15)",{"$f":"P57*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"Controlling (2-Lane)= ",null,null,null,null,{"$f":"MAX(X53,X55,X56)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y53,Y55,Y56)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)),\"\"))","v":""},{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)),\"\"))","v":""},{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"¥£ H RATING"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)),\"\"))","v":""},{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)/20),\"\"))","v":""},null,null,null,"Controlling Analysis (All Trucks):",null,{"$f":"IF(P58<P47,\"V\",\"+M\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)),\"\"))","v":""},{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((Q83*AN36),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((Q83*AT36),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((Q83*AO36),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((Q83*AU36),\"\")","v":""},null,null,null,"H-15 / HS-15 Wheel Line Reactions"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((Q83*AP36),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((Q83*AV36),\"\")","v":""},null,null,null,"Load Case","L1 (ft) Min","L1","L1 (ft) Max","L2 (ft) Min","L2","L2 (ft) Max","Valid?","RLL (kips)","Equation","Truck"]
[null,"€ - ",{"$f":"IF(E47<=K47,\"Moment Controls Ratings\",\"Shear Controls Ratings\")","v":"Moment Controls Ratings"},null,null,null,"SU7 Operating:",{"$f":"IFERROR((Q83*AQ36),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((Q83*AW36),\"\")","v":""},null,null,null,1,0,{"$f":"P76","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q68<=R68,TRUE,FALSE)","v":true},{"$f":"IF(V68=TRUE,12,\"N/A\")","v":12},"Equation 16-15","H15"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,2,14,{"$f":"P76","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q69","v":0},{"$f":"IF(Q69>P69,TRUE,FALSE)","v":false},{"$f":"IF(V69=TRUE,(12+3*(Q69-14)/Q69),\"N/A\")","v":"N/A"},"Equation 16-16","H15"]
[null,"£ - ",{"$f":"IF(E48<=K48,\"Moment Controls Ratings\",\"Shear Controls Ratings\")","v":"Moment Controls Ratings"},null,null,null,"EV2 Operating:",{"$f":"IFERROR((Q83*AR36),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((Q83*AS36),\"\")","v":""},null,null,null,1,0,{"$f":"P78","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q70<=R70,TRUE,FALSE)","v":true},{"$f":"IF(V70=TRUE,12,\"N/A\")","v":12},"Equation 16-17","HS15"]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method",null,null,null,null,null,null,null,3,14,{"$f":"P78","v":0},28,0,{"$f":"P79","v":0},14,{"$f":"IF(AND(Q71>14,Q71<=R71,T71<=14),TRUE,FALSE)","v":false},{"$f":"IF(V71=TRUE,(12*(2*Q71-14)/Q71),\"N/A\")","v":"N/A"},"Equation 16-18","HS15"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,4,14,{"$f":"P78","v":0},28,14,{"$f":"P79","v":0},{"$f":"P78","v":0},{"$f":"IF(AND(Q72>14,Q72<=28,T72>14,T72<=Q72),TRUE,FALSE)","v":false},{"$f":"IF(V72=TRUE,(12*(2*Q72-14)/Q72+3*(T72-14)/T72),\"N/A\")","v":"N/A"},"Equation 16-19","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,28,{"$f":"P78","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q73/2","v":0},{"$f":"IF(AND(Q73>28,T73<=(Q73/2)),TRUE,FALSE)","v":false},{"$f":"IF(V73=TRUE,(12*(2*Q73-14)/Q73+3*(Q73-28)/Q73),\"N/A\")","v":"N/A"},"Equation 16-20","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,28,{"$f":"P78","v":0},999.99,{"$f":"Q74/2","v":0},{"$f":"P79","v":0},999.99,{"$f":"IF(AND(Q74>28,T74>(Q74/2)),TRUE,FALSE)","v":false},{"$f":"IF(V74=TRUE,(12*(2*Q74-14)/Q74+3*(T74-14)/T74),\"N/A\")","v":"N/A"},"Equation 16-21","HS15"]
[null,"Controlling Ratings (Shear vs Moments)",null,null,null,null,null,null,null,null,null,null,null,null,"Max Span",{"$f":"MAX(E26:E27)","v":0},null,null,null,null,"Controlling RLL (H15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W68:W69))","v":"Span Needed"},"kips"]
[null,"H20","HS20","SU4","SU5","SU6",null,"SU7",null,"EV2","EV3",null,null,null,"L1 (Case 1,2,3)",{"$f":"MAX(E26:E27)","v":0},null,null,null,null,"Controlling RLL (HS15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W70:W74))","v":"Span Needed"},"kips"]
[null,{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},null,{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},null,{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},null,null,null,"L2 (Case 1,2,3)",{"$f":"MIN(E26:E27)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L1 (Case 4, 5)",{"$f":"MAX(E26:E27)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L2 (Case 4, 5)",{"$f":"MIN(E26:E27)","v":0}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Inv. RF =",null,{"$f":"MIN(P45,P56)/20","v":{"$error":"#DIV/0!"}},"Based upon Wheel Loads Only"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Opr. RF =",null,{"$f":"MIN(P47,P58)/20","v":{"$error":"#DIV/0!"}}]

{"sheet":"Timber Cap (2)","index":17,"n_rows":83,"n_cols":49,"rows_kept":83,"cut":false,"hidden":true,"merged":[[76,5,76,6],[76,7,76,8],[81,14,81,15],[81,17,82,17],[82,14,82,15],[68,6,68,10],[69,7,69,8],[71,1,72,10],[74,1,74,10],[74,20,74,21],[75,5,75,6],[75,7,75,8],[75,20,75,21],[63,6,63,10],[64,7,64,8],[65,7,65,8],[65,14,65,23],[66,7,66,8],[67,7,67,8],[49,18,49,23],[49,25,57,25],[56,1,56,4],[56,18,56,22],[57,1,66,4],[57,6,57,10],[57,18,57,22],[46,1,46,3],[46,6,46,9],[46,18,46,22],[47,1,47,3],[47,6,47,9],[48,1,48,3],[48,6,48,9],[48,14,48,23],[58,6,58,8],[59,6,59,8],[60,6,60,10],[61,6,61,8],[61,14,61,15],[62,6,62,8],[49,1,49,3],[49,6,49,9],[49,14,49,17],[43,1,43,3],[43,6,43,9],[44,1,44,3],[44,6,44,9],[45,1,45,3],[45,6,45,9],[38,1,38,10],[40,1,40,4],[40,6,40,10],[41,1,41,3],[41,6,41,9],[42,1,42,3],[42,6,42,9],[33,27,33,29],[33,37,33,38],[34,27,34,30],[35,14,35,23],[35,37,35,38],[36,18,36,23],[36,25,46,25],[37,37,37,38],[45,18,45,22],[44,37,44,38],[45,37,45,38],[46,37,46,38],[30,6,30,9],[30,37,30,38],[31,6,31,9],[31,37,31,38],[32,6,32,9],[32,27,32,29],[32,37,32,38],[28,1,28,3],[28,6,28,9],[28,37,28,38],[29,6,29,9],[29,20,29,21],[29,22,29,23],[29,37,29,38],[26,1,26,3],[26,6,26,9],[26,20,26,21],[26,22,26,23],[27,1,27,3],[27,6,27,9],[24,1,24,3],[24,6,24,10],[24,37,24,38],[25,1,25,3],[25,6,25,9],[25,37,25,38],[13,39,13,40],[13,41,13,42],[19,1,19,3],[19,6,19,7],[19,8,19,10],[19,27,19,28],[15,41,16,41],[15,42,16,42],[22,1,22,3],[22,6,22,9],[22,27,23,30],[22,37,22,38],[23,1,23,3],[23,6,23,9],[23,37,23,38],[20,1,20,3],[20,6,20,9],[20,27,21,30],[20,37,20,38],[21,1,21,3],[21,6,21,9],[21,37,21,38],[15,37,18,38],[15,39,16,39],[15,40,16,40],[17,6,17,7],[17,8,17,10],[17,27,17,28],[18,1,18,3],[18,6,18,9],[18,27,18,28],[16,1,16,3],[16,6,16,9],[16,20,18,20],[16,21,17,24],[16,27,16,28],[17,1,17,3],[13,1,13,10],[15,1,15,4],[15,6,15,10],[10,1,11,1],[10,2,11,4],[10,7,10,8],[11,7,11,10],[11,14,11,18],[12,14,13,14],[12,15,14,15],[12,16,13,16],[12,17,13,17],[12,18,13,18],[1,22,2,24],[3,23,3,24],[6,1,6,10],[7,7,7,8],[8,7,8,8],[9,7,9,8],[0,1,0,10],[0,14,0,20],[1,1,1,10],[1,14,2,14],[1,15,2,15],[1,16,2,16],[1,17,2,17],[1,18,2,18],[1,19,2,19],[1,20,2,20]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,"Deck Dead Load Values"]
[null,"Timber Cap (ASD)",null,null,null,null,null,null,null,null,null,null,null,null,"Deck Name","Material Unit Weight (kcf)","Deck Weight (ksf)","Fill Weight (ksf)","Wearing Surface (ksf)","Misc. Weight (ksf)","Total Weight (ksf)",null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS",null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure List"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer"]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},null,"Material","Unit Weight",null,null,null,null,null,null,null,null,null,null,null,null,"Timber Stringer"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},null,"Concrete",0.15,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Steel Girder (GFS)"]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E13","v":"Steel Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F13","v":0},{"$f":"'Dead Load Calcs and Tables'!G13","v":0},{"$f":"'Dead Load Calcs and Tables'!H13","v":0},{"$f":"'Dead Load Calcs and Tables'!I13","v":0},{"$f":"'Dead Load Calcs and Tables'!J13","v":0},{"$f":"'Dead Load Calcs and Tables'!K13","v":0},null,"Steel",0.49,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Concrete Girder"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},null,"Wood/Timber",0.05,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Prestressed Girder",null,null,"Location","Span 1","Span 2"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E15","v":"Timber Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F15","v":0},{"$f":"'Dead Load Calcs and Tables'!G15","v":0},{"$f":"'Dead Load Calcs and Tables'!H15","v":0},{"$f":"'Dead Load Calcs and Tables'!I15","v":0},{"$f":"'Dead Load Calcs and Tables'!J15","v":0},{"$f":"'Dead Load Calcs and Tables'!K15","v":0},null,"Soil (Light)",0.1,"kcf",null,null,null,null,null,null,null,null,null,null,null,"Concrete Slab",null,null,{"$f":"$E$25","v":0},{"$f":"E26","v":0},{"$f":"IF(AN8=\"Abutment\",\"-\",E27)","v":0}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E16","v":0},{"$f":"'Dead Load Calcs and Tables'!F16","v":0},{"$f":"'Dead Load Calcs and Tables'!G16","v":0},{"$f":"'Dead Load Calcs and Tables'!H16","v":0},{"$f":"'Dead Load Calcs and Tables'!I16","v":0},{"$f":"'Dead Load Calcs and Tables'!J16","v":0},{"$f":"'Dead Load Calcs and Tables'!K16","v":0},null,"Soil (Medium)",0.11,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"% Between Floor/Ceiling",{"$f":"IFERROR(((AO8-AO10)/(AO11-AO10)),0)","v":0},{"$f":"IFERROR(((AP8-AP10)/(AP11-AP10)),0)","v":0}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Heavy)",0.12,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Floor",{"$f":"IFERROR(FLOOR(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(FLOOR(AP8,2.5),\"-\")","v":0}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gravel",0.125,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ceiling",{"$f":"IFERROR(CEILING(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(CEILING(AP8,2.5),\"-\")","v":0}]
[null,null,null,null,null,null,"Cap Descr:",null,null,null,null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nearest",{"$f":"IFERROR(IF(((AO11-AO8)>(AO8-AO10)),AO10,AO11),\"-\")","v":0},{"$f":"IFERROR(IF(((AP11-AP8)>(AP8-AP10)),AP10,AP11),\"-\")","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name","Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact"]
[null,"Cap Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span Round Up",null,"Span Round Down"]
[]
[null,"DATA INPUT TABLE",null,null,null,null,"DEAD LOAD CALCS",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},{"$f":"'Dead Load Calcs and Tables'!M22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"All values based upon HS Truck Rating Factors per Wheel loads, and span configurations.",null,"Table Span 1 Description (Round Up)","Table Span 2 Description (Round Up)","Table Span 1 Description (Round Down)","Table Span 2 Description (Round Down)"]
[null,"Bent ID Number:",null,null,null,null,"Effective Deck Length for Dead Loads (ft):",null,null,null,{"$f":"IF(E25=\"Int. Bent\",((E26+E27)/2),E26/2)","v":0},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},{"$f":"'Dead Load Calcs and Tables'!M23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,null,"Lane Loading Values (>33' Span for H-Truck and 120' for HS Truck) ***",null,null,null,null,null,"Timber Condition***/###",null,"Allowable Bending Stress (ksi)","Allowable Shear Stress (ksi)"]
[null,"Pile Spacing (ft):",null,null,null,null,"Deck Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,null,null,null,null,null,null,null,"Good (minor weathering and decay)",null,1.6,0.16500000000000001,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E26<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26>100),\"100_100\",AN19))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AO19))))","v":"0_0"},{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E26<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$26>100),\"100_100\",AP19))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AQ19))))","v":"0_0"}]
[null,"Equivalent Length Factor:",null,null,null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},{"$f":"'Dead Load Calcs and Tables'!M25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,null,"Concentrated Load (Moment) (k)","Concentrated Load (Shear) (k)","Uniform Load (klf)","R (K)",null,null,"Fair (Substantial decay or damage)",null,1.2,0.125,null,null,null,null,null,null,null,null,{"$f":"IF(E25=\"Abutment\",\"0\"&\"_\"&CEILING(E26,2.5),CEILING(E26,2.5)&\"_\"&CEILING(E26,2.5))","v":"0_0"},{"$f":"IF(E25=\"Abutment\",\"-\",CEILING(E27,2.5)&\"_\"&CEILING(E27,2.5))","v":"0_0"},{"$f":"IF(E25=\"Abutment\",\"0\"&\"_\"&FLOOR(E26,2.5),FLOOR(E26,2.5)&\"_\"&FLOOR(E26,2.5))","v":"0_0"},{"$f":"IF(E25=\"Abutment\",\"-\",FLOOR(E27,2.5)&\"_\"&FLOOR(E27,2.5))","v":"0_0"}]
[null,"Cap Unit Weight (kcf):",null,null,{"$f":"X7","v":0.05},null,"Superstructure Type:",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},{"$f":"'Dead Load Calcs and Tables'!M26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,"H15",13.5,19.5,0.48,{"$f":"(W20+K17*$X$20)/2","v":9.75},null,null,"Poor (Severe deterioration)",null,0.8,0.08]
[null,"Cap Width (in):",null,null,null,null,"Superstructure Member Spacing (in):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},{"$f":"'Dead Load Calcs and Tables'!M27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,"H20",18,26,0.64,{"$f":"(W21+K17*$X$21)/2","v":13},null,null,"*** The allowable bending stress and allowable shear stress recommendations are for seasoned and pressured treated southern pine. Reduce these values 25% for untreated timber.",null,null,null,null,null,null,null,null,null,"Continuity is not considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,"Cap Height (in):",null,null,null,null,"Superstructure Member Weight (klf):",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},{"$f":"'Dead Load Calcs and Tables'!M28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,"HS15",13.5,19.5,0.48,{"$f":"(W22+K17*$X$22)/2","v":9.75},null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Up",null,{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE)","v":{"$error":"#N/A"}}]
[null,"Notched Height (in):",null,null,null,null,"Cap Weight (klf):",null,null,null,{"$f":"E22*E21/144*E20","v":0},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},{"$f":"'Dead Load Calcs and Tables'!M29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,"HS20",18,26,0.64,{"$f":"(W23+K17*$X$23)/2","v":13},null,null,"### The values for shear include a 50% increase permitted by Article 3.4.4.2 © of the National Design Specification for Wood Construction, 1982 Edition.",null,null,null,null,null,null,null,null,null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE),\"\")","v":""}]
[null,"Cap Condition:",null,null,null,null,"Total Dead Load (klf):",null,null,null,{"$f":"IF(I20=\"Concrete Slab\", (K19*K17+K23),(K23+K22*K17/(K21/12)+K19*K17))","v":{"$error":"#DIV/0!"}},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},{"$f":"'Dead Load Calcs and Tables'!M30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,"*** 10' wide lanes @ 75% for secondary vehicles in Lane Loading",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Down",null,{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE)","v":{"$error":"#N/A"}}]
[null,"Abutment or Int. Bent:",null,null,null,null,"MISC. CAP ANALYSIS PROPERTIES",null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},{"$f":"'Dead Load Calcs and Tables'!M31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AW42,FALSE),\"\")","v":""}]
[null,"Adjacent Span Length 1 (ft):",null,null,null,null,"Equiv. Simple Span Length (ft):",null,null,null,{"$f":"E18*E19","v":0},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},{"$f":"'Dead Load Calcs and Tables'!M32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min",null,{"$f":"MIN(AN22:AN25)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,"Adjacent Span Length 2 (ft):",null,null,null,null,"K:",null,null,null,{"$f":"(IF(E23=\"\",E22,E23)/E22)^2","v":{"$error":"#DIV/0!"}},null,"< K = (Height at notch/full cap height)2",null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},{"$f":"'Dead Load Calcs and Tables'!M33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,"Moment Analysis (Wheel Load)",null,"Shear Analysis (Wheel Load)"]
[null,"Superstructure Material Type:",null,null,null,null,"Effective Cap Height (in):",null,null,null,{"$f":"E22*K27","v":{"$error":"#DIV/0!"}},null,"< If notched, height*K ",null,null,null,null,null,null,null,"H15 Reaction (k):",{"$f":"W75","v":"Span Needed"},"H15 Reaction (k):",{"$f":"W75","v":"Span Needed"}]
[null,"Is Superstructure Continuous Over Cap:",null,null,null,null,"Allowable Bending Stress, Fb (ksi):",null,null,null,{"$f":"IF(E24=\"Good\",1.6,IF(E24=\"Fair\",1.2,0.8))","v":0.8},null,null,null,null,null,null,null,null,null,"HS15 Reaction (k):",{"$f":"W76","v":"Span Needed"},"HS15 Reaction (k):",{"$f":"W76","v":"Span Needed"},null,null,null,null,null,null,null,null,null,null,null,null,null,"Continuity is considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,null,null,null,null,null,"Allowable Shear Stress, Fv (ksi):",null,null,null,{"$f":"IF(E24=\"Good\",0.165,IF(E24=\"Fair\",0.125,0.08))","v":0.08},null,null,null,null,null,null,null,null,null,"Moment Analysis (Lane Load - Wheel Load)",null,"Shear Analysis (Lane Load - Wheel Load)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Up",null,{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,"Sx (in3):",null,null,null,{"$f":"E21/6*K28*K28","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,"H15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y20)","v":"Span Needed"},"H15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y20)","v":"Span Needed"},null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,"Distance to Critical Section (ft):",null,null,null,{"$f":"(E18/4+3*E22/12)*0.5","v":0},null,null,null,null,null,null,null,null,null,"HS15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y22)","v":"Span Needed"},"HS15 Reaction (k):",{"$f":"IF(K17=0,\"Span Needed\",Y22)","v":"Span Needed"},null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 1 Round Down",null,{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,"Effective Horizontal Shear Factor, KS:",null,null,null,{"$f":"MIN((10/9*(K32*K32/(E22/12)/(E22/12))/(2+(K32*K32/(E22/12)/(E22/12)))),1)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Consider Lane Loading for H-Truck:",null,null,"Yes",null,null,null,null,null,null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AN42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AO42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AP42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AQ42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AR42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AS42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AT42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AU42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AV42,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AW42,FALSE),\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Consider Lane Loading for HS-Truck:",null,null,"Yes",null,null,null,null,null,null,"Min",null,{"$f":"IF(AN30=\"\",\"\",MIN(AN30:AN33))","v":""},{"$f":"IF(AO30=\"\",\"\",MIN(AO30:AO33))","v":""},"","","","","","","",""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(SUM(E26:E27)>120,\"Consider Lane Loading for H and HS trucks\",IF(OR(E26>33,E27>33),\"Consider Lane Loading for H-15 and HS-15 Trucks Only\",\"\"))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null," ",null,"H-15 / HS-15 Bending Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling (Interpolated)",null,{"$f":"IF($AN$38=\"Yes\",AN47,AN46)","v":{"$error":"#N/A"}},{"$f":"IF($AN$38=\"Yes\",AO47,AO46)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MALL",{"$f":"K29*K31/12","v":{"$error":"#DIV/0!"}},"kft","FB * S","Floorbeam and Cap Moments++",null,null,null,null,null,"Lane Loads","++Moment analysis using Effective Simple Span Length due to simple span moment check."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MDL",{"$f":"E19*E18*E19*E18/8*K24","v":{"$error":"#DIV/0!"}},"kft",null,null,null,"Eqiv. Length (Min)","Equiv. Length (Max)","Valid?","MLL (H15)","MLL (H15)",null,null,null,null,null,null,null,null,null,null,null,null,"Consider Continuity?",null,{"$f":"IF(E25=\"Abutment\",\"N/A\",IF(E28=\"\",\"N/A\",IF(OR(E28=\"Timber\",E28=\"Mixed\"),\"No\",E29)))","v":"N/A"}]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"MLL",{"$f":"IF(K8=1,X46,X47)","v":{"$error":"#VALUE!"}},"kft",null,"1 Wheel Line","1-Lane",0,10.29,{"$f":"IF(AND(OR($K$26>U39,$K$26=U39),OR($K$26<V39,$K$26=V39)),TRUE,FALSE)","v":true},{"$f":"IF(W39,(V28*K26/4),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W39,(V31*K26/4),0)","v":{"$error":"#VALUE!"}}]
[]
[null,"Moment Analysis",null,null,null,null,"Shear Analysis",null,null,null,null,null,null,null,"RLL (H15)",{"$f":"V28","v":"Span Needed"},"kips",null,"1 Wheel Line","2-Lane",0,5.19,{"$f":"IF(AND(OR($K$26>U41,$K$26=U41),OR($K$26<V41,$K$26=V41)),TRUE,FALSE)","v":true},{"$f":"IF(W41,(V28*K26/4),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W41,(V31*K26/4),0)","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Span(ft) Truck","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL"]
[null,"Max H15 Reaction (k):",null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(V28)),\"\"))","v":""},null,"Max H15 Reaction (k):",null,null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(X28)),\"\"))","v":""},null,null,null,"RLL (HS15)",{"$f":"V29","v":"Span Needed"},"kips",null,"2 Wheel Lines","1-Lane",10.3,999.99,{"$f":"IF(AND(OR($K$26>U42,$K$26=U42),OR($K$26<V42,$K$26=V42)),TRUE,FALSE)","v":false},{"$f":"IF(W42,(V28*(K26-3)*(K26-3)/(2*K26)),0)","v":0},{"$f":"IF(W42,(V31*(K26-3)*(K26-3)/(2*K26)),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,1,2,3,4,5,6,7,8,9,10,11,12]
[null,"Max HS15 Reaction (k):",null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(V29)),\"\"))","v":""},null,"Max HS15 Reaction (k):",null,null,null,{"$f":"IF(K17=0,\"\",IFERROR((MAX(X29)),\"\"))","v":""},null,null,null,"RLLH15/RLLHS15",{"$f":"V28/V29","v":{"$error":"#VALUE!"}},null,null,"2 Wheel Lines","2-Lane",5.2,12.19,{"$f":"IF(AND(OR($K$26>U43,$K$26=U43),OR($K$26<V43,$K$26=V43)),TRUE,FALSE)","v":false},{"$f":"IF(W43,(V28*(K26-1.5)*(K26-1.5)/(2*K26)),0)","v":0},{"$f":"IF(W43,(V31*(K26-3)*(K26-3)/(2*K26)),0)","v":0}]
[null,"MALL (k-ft):",null,null,{"$f":"IFERROR((K29*K31/12),\"\")","v":""},null,"VALL (k):",null,null,null,{"$f":"IFERROR((2/3*E21*K28*K30),\"\")","v":""},null,null,null,"IR (H15)",{"$f":"15*(P37-P38)/P39","v":{"$error":"#DIV/0!"}},null,null,"3 Wheel Lines","2-Lane",12.2,17.690000000000001,{"$f":"IF(AND(OR($K$26>U44,$K$26=U44),OR($K$26<V44,$K$26=V44)),TRUE,FALSE)","v":false},{"$f":"IF(W44,(V28*(0.75*K26-4.5+0.75/K26)),0)","v":0},{"$f":"IF(W44,(V31*(0.75*K26-4.5+0.75/K26)),0)","v":0}]
[null,"MDL (k-ft):",null,null,{"$f":"IFERROR((K26*K26/8*K24),\"\")","v":""},null,"VDL (k):",null,null,null,{"$f":"IFERROR(((E18/2-E22/12)*K24),\"\")","v":""},null,null,null,"IR (HS15)",{"$f":"P44*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"4 Wheel Lines","2-Lane",17.7,999.99,{"$f":"IF(AND(OR($K$26>U45,$K$26=U45),OR($K$26<V45,$K$26=V45)),TRUE,FALSE)","v":false},{"$f":"IF(W45,(V28*(K26-9+2.25/K26)),0)","v":0},{"$f":"IF(W45,(V31*(K26-9+2.25/K26)),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"Interpolated Values:","Interpolated Values:","SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,"[Max H15] - MLL (k-ft):",null,null,{"$f":"IFERROR((IF(K8=1,MAX(X46),MAX(X47))),\"\")","v":""},null,"[Max H15] - VLL (k):",null,null,null,{"$f":"IFERROR((IF(K8=1,MAX(X57),MAX(X58))),\"\")","v":""},null,null,null,"OR (H15)",{"$f":"15*(1.36*P37-P38)/P39","v":{"$error":"#DIV/0!"}},null,null,"Controlling (1-Lane)= ",null,null,null,null,{"$f":"MAX(X39,X42)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y39,Y42)","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Continuity is not considered",null,{"$f":"IF(AN25<=AN24,(((AN23-AN25)*$AP$9)+AN25),(((AN22-AN24)*$AO$9)+AN24))","v":{"$error":"#N/A"}},{"$f":"IF(AO25<=AO24,(((AO23-AO25)*$AP$9)+AO25),(((AO22-AO24)*$AO$9)+AO24))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,"IR (H15):",null,null,{"$f":"IFERROR((15*(E44-E45)/E46),\"\")","v":""},null,"IR (H15):",null,null,null,{"$f":"IFERROR((15*(K44-K45)/K46),\"\")","v":""},null,null,null,"OR (HS15)",{"$f":"P46*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"Controlling (2-Lane)= ",null,null,null,null,{"$f":"MAX(X41,X43,X44,X45)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y41,Y43,Y44,Y45)","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Continuity is considered",null,{"$f":"IF(AN33<=AN32,(((AN31-AN33)*$AP$9)+AN33),(((AN30-AN32)*$AO$9)+AN32))","v":{"$error":"#VALUE!"}},{"$f":"IF(AO33<=AO32,(((AO31-AO33)*$AP$9)+AO33),(((AO30-AO32)*$AO$9)+AO32))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,"IR (HS15):",null,null,{"$f":"IFERROR((E47*(E42/E43)),\"\")","v":""},null,"IR (HS15):",null,null,null,{"$f":"IFERROR((K47*(K42/K43)),\"\")","v":""}]
[null,"OR (H15):",null,null,{"$f":"IFERROR((15*(1.36*E44-E45)/E46),\"\")","v":""},null,"OR (H15):",null,null,null,{"$f":"IFERROR((15*(1.36*K44-K45)/K46),\"\")","v":""},null,null,null,"H-15 / HS-15 Shear Analysis"]
[null,"OR (HS15):",null,null,{"$f":"IFERROR((E49*(E42/E43)),\"\")","v":""},null,"OR (HS15):",null,null,null,{"$f":"IFERROR((K49*(K42/K43)),\"\")","v":""},null,null,null,null,null,null,null,"Live Load Shear for Timber Caps+++",null,null,null,null,null,"Lane Loads","+++Shear analysis using Pile Spacing due to \"lever-rule\" anlaysis."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VALL",{"$f":"2/3*E21*K28*K30","v":{"$error":"#DIV/0!"}},"kips",null,null,null,"Pile Space (Min)","Pile Space (Max)","Valid?","VLL (H15)","VLL (H15)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VDL",{"$f":"(E18/2-E22/12)*K24","v":{"$error":"#DIV/0!"}},"kips",null,"1 Wheel Line","1-Lane",0,{"$f":"K32+6","v":6},{"$f":"IF(AND(OR($E$18>U52,$E$18=U52),OR($E$18<V52,$E$18=V52)),TRUE,FALSE)","v":true},{"$f":"IF(W52,(X28*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W52,(X31*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"KS",{"$f":"K33","v":{"$error":"#DIV/0!"}},null,null,"1 Wheel Line","2-Lane",0,{"$f":"K32+3","v":3},{"$f":"IF(AND(OR($E$18>U53,$E$18=U53),OR($E$18<V53,$E$18=V53)),TRUE,FALSE)","v":true},{"$f":"IF(W53,(X28*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}},{"$f":"IF(W53,(X31*K33*(E18-K32)/E18),0)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VLL",{"$f":"IF(K8=1,X57,X58)","v":{"$error":"#VALUE!"}},"kips",null,"2 Wheel Lines","1-Lane",{"$f":"K32+6","v":6},999.99,{"$f":"IF($E$18>U54,TRUE,FALSE)","v":false},{"$f":"IF(W54,(2*X28*K33*(E18-K32-3)/E18),0)","v":0},{"$f":"IF(W54,(2*X31*K33*(E18-K32-3)/E18),0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"IR (H15)",{"$f":"15*(P51-P52)/P54","v":{"$error":"#DIV/0!"}},null,null,"2 Wheel Lines","2-Lane",{"$f":"K32+3","v":3},{"$f":"K32+9","v":9},{"$f":"IF(AND($E$18>U55,OR($E$18<V55,$E$18=V55)),TRUE,FALSE)","v":false},{"$f":"IF(W55,(2*X28*K33*(E18-K32-1.5)/E18),0)","v":0},{"$f":"IF(W55,(2*X31*K33*(E18-K32-1.5)/E18),0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"IR (HS15)",{"$f":"P55*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"3 Wheel Lines","2-Lane",{"$f":"K32+9","v":9},999.99,{"$f":"IF($E$18>U56,TRUE,FALSE)","v":false},{"$f":"IF(W56,(3*X28*K33*(E18-K32-4)/E18),0)","v":0},{"$f":"IF(W56,(3*X31*K33*(E18-K32-4)/E18),0)","v":0}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"OR (H15)",{"$f":"15*(1.36*P51-P52)/P54","v":{"$error":"#DIV/0!"}},null,null,"Controlling (1-Lane)= ",null,null,null,null,{"$f":"MAX(X52,X54)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y52,Y54)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,"OR (HS15)",{"$f":"P57*(P41/P42)","v":{"$error":"#DIV/0!"}},null,null,"Controlling (2-Lane)= ",null,null,null,null,{"$f":"MAX(X53,X55,X56)","v":{"$error":"#VALUE!"}},{"$f":"MAX(Y53,Y55,Y56)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)),\"\"))","v":""},{"$f":"IF((OR(E48=\"\",K48=\"\")),\"\",IFERROR((MIN(E48,K48)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)),\"\"))","v":""},{"$f":"IF((OR(E50=\"\",K50=\"\")),\"\",IFERROR((MIN(E50,K50)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"¥£ H RATING"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)),\"\"))","v":""},{"$f":"IF((OR(E47=\"\",K47=\"\")),\"\",IFERROR((MIN(E47,K47)/20),\"\"))","v":""},null,null,null,"Controlling Analysis (All Trucks):",null,{"$f":"IF(P58<P47,\"V\",\"+M\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)),\"\"))","v":""},{"$f":"IF((OR(E49=\"\",K49=\"\")),\"\",IFERROR((MIN(E49,K49)/20),\"\"))","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((Q83*AN36),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((Q83*AT36),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((Q83*AO36),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((Q83*AU36),\"\")","v":""},null,null,null,"H-15 / HS-15 Wheel Line Reactions"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((Q83*AP36),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((Q83*AV36),\"\")","v":""},null,null,null,"Load Case","L1 (ft) Min","L1","L1 (ft) Max","L2 (ft) Min","L2","L2 (ft) Max","Valid?","RLL (kips)","Equation","Truck"]
[null,"€ - ",{"$f":"IF(E47<=K47,\"Moment Controls Ratings\",\"Shear Controls Ratings\")","v":"Moment Controls Ratings"},null,null,null,"SU7 Operating:",{"$f":"IFERROR((Q83*AQ36),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((Q83*AW36),\"\")","v":""},null,null,null,1,0,{"$f":"P76","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q68<=R68,TRUE,FALSE)","v":true},{"$f":"IF(V68=TRUE,12,\"N/A\")","v":12},"Equation 16-15","H15"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,2,14,{"$f":"P76","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q69","v":0},{"$f":"IF(Q69>P69,TRUE,FALSE)","v":false},{"$f":"IF(V69=TRUE,(12+3*(Q69-14)/Q69),\"N/A\")","v":"N/A"},"Equation 16-16","H15"]
[null,"£ - ",{"$f":"IF(E48<=K48,\"Moment Controls Ratings\",\"Shear Controls Ratings\")","v":"Moment Controls Ratings"},null,null,null,"EV2 Operating:",{"$f":"IFERROR((Q83*AR36),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((Q83*AS36),\"\")","v":""},null,null,null,1,0,{"$f":"P78","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q70<=R70,TRUE,FALSE)","v":true},{"$f":"IF(V70=TRUE,12,\"N/A\")","v":12},"Equation 16-17","HS15"]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method",null,null,null,null,null,null,null,3,14,{"$f":"P78","v":0},28,0,{"$f":"P79","v":0},14,{"$f":"IF(AND(Q71>14,Q71<=R71,T71<=14),TRUE,FALSE)","v":false},{"$f":"IF(V71=TRUE,(12*(2*Q71-14)/Q71),\"N/A\")","v":"N/A"},"Equation 16-18","HS15"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,4,14,{"$f":"P78","v":0},28,14,{"$f":"P79","v":0},{"$f":"P78","v":0},{"$f":"IF(AND(Q72>14,Q72<=28,T72>14,T72<=Q72),TRUE,FALSE)","v":false},{"$f":"IF(V72=TRUE,(12*(2*Q72-14)/Q72+3*(T72-14)/T72),\"N/A\")","v":"N/A"},"Equation 16-19","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,28,{"$f":"P78","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q73/2","v":0},{"$f":"IF(AND(Q73>28,T73<=(Q73/2)),TRUE,FALSE)","v":false},{"$f":"IF(V73=TRUE,(12*(2*Q73-14)/Q73+3*(Q73-28)/Q73),\"N/A\")","v":"N/A"},"Equation 16-20","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,28,{"$f":"P78","v":0},999.99,{"$f":"Q74/2","v":0},{"$f":"P79","v":0},999.99,{"$f":"IF(AND(Q74>28,T74>(Q74/2)),TRUE,FALSE)","v":false},{"$f":"IF(V74=TRUE,(12*(2*Q74-14)/Q74+3*(T74-14)/T74),\"N/A\")","v":"N/A"},"Equation 16-21","HS15"]
[null,"Controlling Ratings (Shear vs Moments)",null,null,null,null,null,null,null,null,null,null,null,null,"Max Span",{"$f":"MAX(E26:E27)","v":0},null,null,null,null,"Controlling RLL (H15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W68:W69))","v":"Span Needed"},"kips"]
[null,"H20","HS20","SU4","SU5","SU6",null,"SU7",null,"EV2","EV3",null,null,null,"L1 (Case 1,2,3)",{"$f":"MAX(E26:E27)","v":0},null,null,null,null,"Controlling RLL (HS15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W70:W74))","v":"Span Needed"},"kips"]
[null,{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},null,{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},null,{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},{"$f":"$Q$62","v":{"$error":"#DIV/0!"}},null,null,null,"L2 (Case 1,2,3)",{"$f":"MIN(E26:E27)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L1 (Case 4, 5)",{"$f":"MAX(E26:E27)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L2 (Case 4, 5)",{"$f":"MIN(E26:E27)","v":0}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Inv. RF =",null,{"$f":"MIN(P45,P56)/20","v":{"$error":"#DIV/0!"}},"Based upon Wheel Loads Only"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Opr. RF =",null,{"$f":"MIN(P47,P58)/20","v":{"$error":"#DIV/0!"}}]

{"sheet":"Steel Pile","index":18,"n_rows":144,"n_cols":77,"rows_kept":144,"cut":false,"hidden":true,"merged":[[36,40,36,48],[33,25,33,26],[141,34,141,48],[140,34,140,36],[142,34,142,36],[143,34,143,36],[132,34,132,36],[133,34,133,36],[134,34,134,36],[135,34,135,36],[137,34,137,36],[138,34,138,36],[139,34,139,36],[49,7,49,8],[50,7,50,8],[51,7,51,8],[52,7,52,8],[71,1,72,10],[57,1,66,4],[69,7,69,8],[68,6,68,10],[67,7,67,8],[64,7,64,8],[65,7,65,8],[66,7,66,8],[53,7,53,8],[54,7,54,8],[57,6,57,10],[63,6,63,10],[61,6,61,8],[62,6,62,8],[60,6,60,10],[58,6,58,8],[59,6,59,8],[36,6,37,6],[36,7,37,10],[28,13,28,14],[34,13,35,13],[34,14,35,14],[30,12,31,12],[33,23,33,24],[28,22,29,28],[25,6,25,9],[26,6,26,9],[27,6,27,9],[28,6,28,9],[29,6,29,10],[34,1,34,10],[36,1,36,4],[30,6,30,7],[30,8,30,10],[26,1,26,3],[31,1,31,3],[31,6,31,9],[32,6,32,9],[33,6,33,9],[27,15,28,15],[20,59,20,67],[21,6,21,9],[22,6,22,9],[23,6,23,10],[24,2,24,3],[17,6,17,10],[19,6,19,9],[20,6,20,9],[20,40,20,48],[24,6,24,7],[18,6,18,7],[18,8,18,10],[24,8,24,10],[17,13,17,14],[18,13,18,14],[19,13,19,14],[20,13,20,14],[21,13,21,14],[22,13,22,14],[23,13,23,14],[24,13,24,14],[12,40,12,48],[12,59,12,67],[13,1,13,10],[15,1,15,4],[15,6,15,10],[16,6,16,8],[16,9,16,10],[9,7,9,8],[10,7,10,8],[11,7,11,10],[12,16,13,16],[12,17,13,17],[12,18,13,18],[11,13,11,18],[15,13,15,14],[16,13,16,14],[12,13,13,14],[12,15,14,15],[10,1,11,1],[10,2,11,4],[0,1,0,10],[0,14,0,20],[1,1,1,10],[1,14,2,14],[1,15,2,15],[1,16,2,16],[1,17,2,17],[1,18,2,18],[1,19,2,19],[1,20,2,20],[1,23,1,25],[2,24,2,25],[6,1,6,10],[7,7,7,8],[8,7,8,8],[47,17,51,17],[47,16,51,16],[47,15,51,15],[42,7,42,8],[43,7,43,8],[1,21,2,21],[47,14,51,14],[41,6,41,10],[46,14,46,20],[47,19,51,19],[47,20,51,20],[47,18,51,18],[44,7,44,8],[45,7,45,8],[46,7,46,8],[47,7,47,8],[48,7,48,8],[25,13,25,14],[26,13,26,14]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,"Deck Dead Load Values",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Import:",{"$f":"J17","v":0},null,null,"Selected"]
[null,"Steel Pile",null,null,null,null,null,null,null,null,null,null,null,null,"Deck Name","Material Unit Weight (kcf)","Deck Weight (ksf)","Fill Weight (ksf)","Wearing Surface (ksf)","Misc. Weight (ksf)","Total Weight (ksf)","Deck Thick.\n(In.)",null,"Structural Steel Allowable Yield Stress",null,null,null,"Steel Cap Modules",null,"Pile Moment of Inertia, Ix (in4):",null,null,null,null,"Deck List",null,"Superstructure List",null,"Cap List",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,"Steel Cap","Steel Cap (2)","Timber Cap","Timber Cap (2)",{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",INDEX($BU$2:$BX$41,BS2,MATCH($J$17,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Date Built","Yield Stress",null,null,null,null,"Pile Moment of Inertia, Iy (in4):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"Deck Type:",{"$f":"'Steel Cap'!K17","v":0},{"$f":"'Steel Cap (2)'!K17","v":0},{"$f":"'Timber Cap'!I18","v":0},{"$f":"'Timber Cap (2)'!I18","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS3,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS3,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},{"$f":"'Dead Load Calcs and Tables'!L11","v":0},null,"Before 1905 ",26,"KSI",null,"Steel Cap",null,null,null,null,null,null,"Concrete Deck",null,"Steel Stringer",null,"No Import",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"Deck Thickness (in):",{"$f":"'Steel Cap'!M18","v":0},{"$f":"'Steel Cap (2)'!M18","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS4,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS4,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},{"$f":"'Dead Load Calcs and Tables'!L12","v":0},null,"1905-1936 ",30,"KSI",null,"Steel Cap (2)",null,null,null,null,null,null,"Steel Deck",null,"Timber Stringer",null,"Steel Cap",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"Deck Elastic Modulus, E (ksi):",{"$f":"'Steel Cap'!M19","v":0},{"$f":"'Steel Cap (2)'!M19","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS5,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS5,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},{"$f":"'Dead Load Calcs and Tables'!L14","v":0},null,"1936-1963 ",33,"KSI",null,null,null,null,null,null,null,null,"Timber Deck",null,"Steel Girder (GFS)",null,"Steel Cap (2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,"Deck+Fill+Wear. Surface (ksf):",{"$f":"'Steel Cap'!M20","v":0},{"$f":"'Steel Cap (2)'!M20","v":0},{"$f":"'Timber Cap'!K19","v":0},{"$f":"'Timber Cap (2)'!K19","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS6,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS6,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"After 1963 ",36,"KSI",null,null,null,null,null,null,null,null,"Concrete Slab",null,"Concrete Girder",null,"Timber Cap",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"Deck Width (ft):",{"$f":"'Steel Cap'!M21","v":0},{"$f":"'Steel Cap (2)'!M21","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS7,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS7,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Yield Strength (KSI)",{"$f":"IF(VALUE($H$11)<=1905,Y4,IF(VALUE($H$11)<=1936,Y5,IF(VALUE($H$11)<=1963,Y6,Y7)))","v":36},null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D11:D15,'Dead Load Calcs and Tables'!D11:D15<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D11:D15,'Dead Load Calcs and Tables'!D11:D15<>\"\"),\"\"))","v":""},null,"Prestressed Girder",null,"Timber Cap (2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,"Superstructure Type:",{"$f":"'Steel Cap'!K23","v":0},{"$f":"'Steel Cap (2)'!K23","v":0},{"$f":"'Timber Cap'!I20","v":0},{"$f":"'Timber Cap (2)'!I20","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS8,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS8,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(I19=\"Concrete Slab\",\"Concrete Slab\", \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,"Stringer Weight (klf):",{"$f":"'Steel Cap'!M24","v":0},{"$f":"'Steel Cap (2)'!M24","v":0},{"$f":"'Timber Cap'!K22","v":0},{"$f":"'Timber Cap (2)'!K22","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS9,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS9,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,"Number of Stringers:",{"$f":"'Steel Cap'!M25","v":0},{"$f":"'Steel Cap (2)'!M25","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS10,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS10,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,"Distance to First Stringer from edge of deck (ft):",{"$f":"'Steel Cap'!M26","v":0},{"$f":"'Steel Cap (2)'!M26","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS11,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS11,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,"Pile Descr:",null,null,null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,"Stringer Spacing (in):",{"$f":"'Steel Cap'!M27","v":0},{"$f":"'Steel Cap (2)'!M27","v":0},{"$f":"'Timber Cap'!K21","v":0},{"$f":"'Timber Cap (2)'!K21","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS12,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS12,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name",null,"Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HP Section",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Circular Pipe Section",null,null,null,null,null,null,null,null,null,null,12,null,null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS13,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS13,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****",null,null,null,null,null,null,null,null,null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****",null,null,null,13,null,null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS14,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS14,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled","WEB","FLG","Top","Bottom","FILLET",null,null,null,null,null,14,null,null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS15,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS15,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"DATA INPUT TABLE",null,null,null,null,"IMPORT FROM CAP MODULE",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},null,{"$f":"'Dead Load Calcs and Tables'!M22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check if ","Section","WEB","FLG","TOP FLG","BOT FLG","FILLET",null,null,null,null,null,null,null,null,null,null,null,null,null,"Outer","Inner","Pipe","FLG","FLG","RADIUS",null,null,null,null,null,15,"Cap Type:",null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS16,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS16,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Pile ID Number:",null,null,"Cap Module:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},null,{"$f":"'Dead Load Calcs and Tables'!M23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HP","Depth","THK","WIDTH","THK","THK","RADIUS",null,null,null,null,null,null,null,null,null,null,null,null,null,"Diameter","Diameter","THK","THK","THK",null,null,null,null,null,null,16,"Cap Length (ft):",{"$f":"'Steel Cap'!E28","v":0},{"$f":"'Steel Cap (2)'!E28","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS17,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS17,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Standard Pile Designation:",null,null,"DECK INPUTS",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},null,"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Selected","(in)","(in)","(in)","(in)","(in)","(in)",null,null,null,null,null,null,null,null,null,null,null,null,null,"(in)","(in)","(in)","(in)","(in)","(in)",null,null,null,null,null,17,"Cap Weight (klf):",{"$f":"'Steel Cap'!E29","v":0},{"$f":"'Steel Cap (2)'!E29","v":0},{"$f":"'Timber Cap'!K23","v":0},{"$f":"'Timber Cap (2)'!K23","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS18,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS18,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Rolled Section Depth (in):",null,null,"Deck Type:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},null,{"$f":"'Dead Load Calcs and Tables'!M25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($E$18=\"Circular Pipe\",0,1)","v":1},{"$f":"IF(AN19=1,$E$19,0)","v":0},{"$f":"IF(AN19=1,$E$20,0)","v":0},{"$f":"IF(AN19=1,$E$21,0)","v":0},{"$f":"IF(AN19=1,$E$22,0)","v":0},{"$f":"IF(AN19=1,$E$23,0)","v":0},{"$f":"IF(AN19=1,$E$24,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$E$19","v":0},{"$f":"E20","v":0},{"$f":"(BH19-BI19)/2","v":0},{"$f":"$E$22","v":0},{"$f":"$E$23","v":0},{"$f":"$E$24","v":0},null,null,null,null,null,18,"Cap Moment of Inertia (in4):",{"$f":"'Steel Cap'!E25","v":""},{"$f":"'Steel Cap (2)'!E25","v":""},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS19,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS19,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Web Thickness (in):",null,null,"Deck Thickness (in):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},null,{"$f":"'Dead Load Calcs and Tables'!M26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,"Cap Elastic Modulus:",{"$f":"'Steel Cap'!E30","v":29000},{"$f":"'Steel Cap (2)'!E30","v":29000},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS20,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS20,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Flange Width (in):",null,null,"Deck Elastic Modulus, E (ksi):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},null,{"$f":"'Dead Load Calcs and Tables'!M27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HP Section",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Circular Pipe Section",null,null,null,null,null,null,null,null,null,null,20,"Number of Piles",{"$f":"'Steel Cap'!M29","v":0},{"$f":"'Steel Cap (2)'!M29","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS21,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS21,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Top Flange Thickness (in):",null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},null,{"$f":"'Dead Load Calcs and Tables'!M28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,null,null,null,21,"Distance to First Pile from Edge of Cap (ft):",{"$f":"'Steel Cap'!M30","v":0},{"$f":"'Steel Cap (2)'!M30","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS22,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS22,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Bottom Flange Thickness (in):",null,null,"Deck Width (ft):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},null,{"$f":"'Dead Load Calcs and Tables'!M29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AREA","AREA","AREA",null,null,"AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR",null,"AREA","AREA","TOTAL","MOIx","MOIy","ROGx","ROGy","CENTROID","CENTROID",null,null,22,"Abutment or Int. Bent:",{"$f":"'Steel Cap'!E32","v":0},{"$f":"'Steel Cap (2)'!E32","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS23,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS23,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Fillet Radius (in):",null,null,"SUPERSTRUCTURE INPUTS",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},null,{"$f":"'Dead Load Calcs and Tables'!M30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP","BOT","WEB",null,null,"EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS",null,"OUTER","INNER","AREA","Major Axis","Minor Axis","Major Axis","Minor Axis","DIST","DIST",null,null,23,"Adjacent Span Length 1 (ft):",{"$f":"'Steel Cap'!E33","v":0},{"$f":"'Steel Cap (2)'!E33","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS24,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS24,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,"Pile Moment of Inertia, Ix (in4):",null,{"$f":"IFERROR(IF(C25=\"Pile Moment of Inertia, Ix (in4):\",$AY$27,$AZ$27),\"\")","v":""},null,"Superstructure Type:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},null,{"$f":"'Dead Load Calcs and Tables'!M31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FLANGE","FLANGE",null,null,null,"FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z",null,"DIAMETER","DIAMETER",null,"Ix","Iy","rx","ry","Yb","Yt",null,null,24,"Adjacent Span Length 2 (ft):",{"$f":"'Steel Cap'!E34","v":0},{"$f":"'Steel Cap (2)'!E34","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS25,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS25,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Fy (ksi):",{"$f":"Y8","v":36},null,"Stringer Weight (klf):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},null,{"$f":"'Dead Load Calcs and Tables'!M32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in^2)","(in^2)",null,null,"(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)",null,"(in^2)","(in^2)","(in^2)","(in^4)","(in^4)","(in^4)","(in^4)","(in)","(in)",null,null,25,"Pile Bay Spacings:",null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS26,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS26,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Cap Elastic Modulus (ksi):",null,null,null,null,"Number of Stringers:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},null,{"$f":"'Dead Load Calcs and Tables'!M33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AQ19*AR19","v":0},{"$f":"AQ19*AS19","v":0},{"$f":"(AO19-AR19-AS19)*AP19","v":0},null,null,{"$f":"((AT19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(AO27:AS27)+4*AT27","v":0},{"$f":"((AT19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,AT27)","v":0},{"$f":"$AS$47","v":{"$error":"#DIV/0!"}},{"$f":"AO19-AW27","v":{"$error":"#DIV/0!"}},{"$f":"$AV$47","v":{"$error":"#DIV/0!"}},{"$f":"$AW$46","v":0},{"$f":"SQRT($AV$47/$AR$46)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($AW$46/$AR$46)","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AW$27","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AX$27","v":{"$error":"#DIV/0!"}},{"$f":"$AZ$27/($AP$47/2)","v":{"$error":"#DIV/0!"}},{"$f":"($AW$27)+($AW$27-$AS$19/2)*$AP$27+($AW$27-$AS$19-$AV$27)*2*$AT$27+((($AW$27-$AS$19)^2)/2)*$AP$19+((($AX$27-$AR$19)^2)/2)*$AP$19+($AX$27-$AR$19-$AV$27)*2*$AT$27+($AX$27-$AR$19/2)*$AO$27+($AX$27)","v":{"$error":"#DIV/0!"}},null,{"$f":"PI()*(BH19/2)^2","v":0},{"$f":"PI()*(BI19/2)^2","v":0},{"$f":"BH27-BI27","v":0},{"$f":"(PI()/64)*((BH19)^4-(BI19)^4)","v":0},{"$f":"(PI()/64)*((BH19)^4-(BI19)^4)","v":0},{"$f":" 1/4*SQRT(BH19^2+BI19^2)","v":0},{"$f":"1/4*SQRT(BH19^2+BI19^2)","v":0},{"$f":"BH19/2","v":0},{"$f":"BH19-BO27","v":0},null,null,26,"Bay 1",{"$f":"'Steel Cap'!Q30","v":0},{"$f":"'Steel Cap (2)'!Q30","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS27,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS27,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,"Unbraced Pile Length (ft):",null,null,null,"Distance to First Stringer from Edge of Deck (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,"Bay 2",{"$f":"'Steel Cap'!Q31","v":0},{"$f":"'Steel Cap (2)'!Q31","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS28,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS28,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Kx:",null,"Ky:",null,null,"Stringer Spacing (in):",null,null,null,null,null,null,"Pile Spacing Input",null,null,null,null,null,null,null,null,"Determination of Controlling Maximum Strength Capacity [per AASHTO 17th Edition (2002), Articles 10.54.1, \"Axial Loading\"]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,"Bay 3",{"$f":"'Steel Cap'!Q32","v":0},{"$f":"'Steel Cap (2)'!Q32","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS29,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS29,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Number of Piles:",null,null,"CAP INPUTS",null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,"Bay 4",{"$f":"'Steel Cap'!Q33","v":0},{"$f":"'Steel Cap (2)'!Q33","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS30,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS30,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Distance to First Pile from Edge of Cap (ft):",null,null,"Cap Type:",null,null,null,null,null,">>>>>",2,null,null,null,null,null,null,null,null,null,"Pile Area =",{"$f":"IF($E$18=\"Circular Pipe\",$BJ$27,$AU$27)","v":0},"in^2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,"Bay 5",{"$f":"'Steel Cap'!Q34","v":0},{"$f":"'Steel Cap (2)'!Q34","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS31,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS31,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Abutment or Int. Bent",null,null,null,null,"Cap Length (ft):",null,null,"Cap Length (ft):",null,null,null,3,null,null,null,null,null,null,null,null,null,"E =",29000,"ksi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,31,"Bay 6",{"$f":"'Steel Cap'!Q35","v":0},{"$f":"'Steel Cap (2)'!Q35","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS32,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS32,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Adjacent Span Length 1 (ft):",null,null,"Cap Weight (klf):",null,null,"Cap Weight (klf):",null,null,null,4,null,null,null,null,null,null,null,null,null,"Fy =",{"$f":"E26","v":36},"ksi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"Bay 7",{"$f":"'Steel Cap'!Q37","v":0},{"$f":"'Steel Cap (2)'!Q37","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS33,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS33,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Adjacent Span Length 2 (ft):",null,null,"Cap Moment of Inertia (in4):",null,null,"Cap Moment of Inertia (in4):",null,null,null,5,null,null,null,null,null,null,null,null,null,"About x-axis",null,"About y-axis",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"Bay 8",{"$f":"'Steel Cap'!Q38","v":0},{"$f":"'Steel Cap (2)'!Q38","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS34,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS34,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,null,null,null,"Kx =",{"$f":"C29","v":0},"Ky =",{"$f":"E29","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"Bay 9",{"$f":"'Steel Cap'!Q39","v":0},{"$f":"'Steel Cap (2)'!Q39","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS35,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS35,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,"Bay 10",{"$f":"'Steel Cap'!Q40","v":0},{"$f":"'Steel Cap (2)'!Q40","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS36,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS36,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Capacity",null,null,null,null,"Pile Spacing (ft):",{"$f":"ROUND(O30,2)&IF(OR(O31=\"\",O31=0),\"\",\" - \"&ROUND(O31,2))&IF(OR(O32=\"\",O32=0),\"\",\" - \"&ROUND(O32,2))&IF(OR(O33=\"\",O33=0),\"\",\" - \"&ROUND(O33,2))&IF(OR(O34=\"\",O34=0),\"\",\" - \"&ROUND(O34,2))&IF(OR(O35=\"\",O35=0),\"\",\" - \"&ROUND(O35,2))&IF(OR(O37=\"\",O37=0),\"\",\" - \"&ROUND(O37,2))&IF(OR(O38=\"\",O38=0),\"\",\" - \"&ROUND(O38,2))&IF(OR(O39=\"\",O39=0),\"\",\" - \"&ROUND(O39,2))&IF(OR(O40=\"\",O40=0),\"\",\" - \"&ROUND(O40,2))&IF(OR(O41=\"\",O41=0),\"\",\" - \"&ROUND(O41,2))&IF(OR(O42=\"\",O42=0),\"\",\" - \"&ROUND(O42,2))&IF(OR(O43=\"\",O43=0),\"\",\" - \"&ROUND(O43,2))&IF(OR(O44=\"\",O44=0),\"\",\" - \"&ROUND(O44,2))&IF(OR(O45=\"\",O45=0),\"\",\" - \"&ROUND(O45,2))","v":"0"},null,null,null,null,null,7,null,null,null,null,null,null,null,null,null,"Lx =",{"$f":"D28*12","v":0},"Ly =",{"$f":"E28*12","v":0},"in",null,null,null,null,null,null,null,null,null,null,null,null,"HP Section",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,"Bay 11",{"$f":"'Steel Cap'!Q41","v":0},{"$f":"'Steel Cap (2)'!Q41","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS37,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS37,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,"Type \"X\" to indicate method:",null,null,null,null,null,null,null,null,8,null,null,null,null,null,null,null,null,null,"rx =",{"$f":"IF($E$18=\"Circular Pipe\",$BM$27,$BA$27)","v":{"$error":"#DIV/0!"}},"ry =",{"$f":"IF($E$18=\"Circular Pipe\",$BN$27,$BB$27)","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,"Bay 12",{"$f":"'Steel Cap'!Q42","v":0},{"$f":"'Steel Cap (2)'!Q42","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS38,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS38,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Design Strength - LFR",null,null,null,null,null,null,null,null,null,null,null,9,null,null,null,null,null,null,null,null,null,"KxLx/rx=",{"$f":"Y35*Y37/Y38","v":{"$error":"#DIV/0!"}},"KyLy/ry=",{"$f":"AA35*AA37/AA38","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,"Bay 13",{"$f":"'Steel Cap'!Q43","v":0},{"$f":"'Steel Cap (2)'!Q43","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS39,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS39,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Φ Pn =",null,{"$f":"IFERROR(Y46,\"\")","v":""},"x",null,null,null,null,null,null,null,null,10,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Y39<=Y41,\"<\",\">\")","v":{"$error":"#DIV/0!"}},null,{"$f":"IF(AA39<AA41,\"<\",\">\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AS$19","v":0},{"$f":"$AP40*$AQ40","v":0},{"$f":"$AS$39+$AQ$39/2+$AQ$40/2","v":0},{"$f":"$AR40*$AS40","v":0},{"$f":"(AP40*AQ40^3)/12","v":0},{"$f":"$AR40*($AS40-$AS$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ40*$AP40^3)/12","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,39,"Bay 14",{"$f":"'Steel Cap'!Q44","v":0},{"$f":"'Steel Cap (2)'!Q44","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS40,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS40,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Allowable Subsurface Capacity (assumed) - ASR",null,null,null,null,null,null,null,null,null,null,null,11,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-152):",{"$f":"SQRT(2*(PI()^2)*Y32/Y33)","v":126.09928355413518},null,{"$f":"SQRT(2*(PI()^2)*Y32/Y33)","v":126.09928355413518},null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$39+$AQ$40+$AV$27","v":0},{"$f":"$AR41*$AS41","v":0},null,{"$f":"$AR41*($AS41-$AS$47)^2","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,"Bay 15",{"$f":"'Steel Cap'!Q45","v":0},{"$f":"'Steel Cap (2)'!Q45","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS41,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS41,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Psub =",null,null,null,null,"Loads on Controlling Pile",null,null,null,null,null,null,12,null,null,null,null,null,null,null,null,null,"Check",{"$f":"IF(Y39<=Y41,1,0)","v":{"$error":"#DIV/0!"}},null,{"$f":"IF(AA39<=AA41,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"WEB",{"$f":"$AP$19","v":0},{"$f":"$AO$19-$AQ$40-$AQ$44","v":0},{"$f":"$AP42*$AQ42","v":0},{"$f":"$AS$40+$AQ$40/2+$AQ$42/2","v":0},{"$f":"$AR42*$AS42","v":0},{"$f":"(AP42*AQ42^3)/12","v":0},{"$f":"$AR42*($AS42-$AS$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ42*$AP42^3)/12","v":0}]
[null,"Pile Capacity (see attached calculations)",null,null,null,null,null,"Pile",null,"LL w/o IM","DL",null,null,13,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-151) Fcr =",{"$f":"IF(Y42,Y33*(1-(Y33/(4*(PI()^2)*Y32))*(Y39^2)),\"-\")","v":{"$error":"#DIV/0!"}},"ksi",{"$f":"IF(AA42,Y33*(1-(Y33/(4*(PI()^2)*Y32))*(AA39^2)),\"-\")","v":{"$error":"#DIV/0!"}},"ksi",null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$39+$AQ$40+$AQ$42-$AV$27","v":0},{"$f":"$AR43*$AS43","v":0},null,{"$f":"$AR43*($AS43-$AS$47)^2","v":{"$error":"#DIV/0!"}}]
[null,"P =",null,null,null,null,null,null,null,"k","k",null,null,14,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-153) Fcr =",{"$f":"IF(Y42,\"-\",(Y32*(PI())^2)/(Y39^2))","v":{"$error":"#DIV/0!"}},null,{"$f":"IF(AA42,\"-\",(Y32*(PI())^2)/(AA39^2))","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AR$19","v":0},{"$f":"$AP44*$AQ44","v":0},{"$f":"$AS$42+$AQ$42/2+$AQ$44/2","v":0},{"$f":"$AR44*$AS44","v":0},{"$f":"(AP44*AQ44^3)/12","v":0},{"$f":"$AR44*($AS44-$AS$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ44*$AP44^3)/12","v":0}]
[null,null,null,null,null,null,"HS:",{"$f":"IFERROR($AM$133,\"\")","v":""},null,{"$f":"IFERROR($AM$136,\"\")","v":0},{"$f":"IFERROR($AM$138,\"\")","v":""},null,null,15]
[null,null,null,"Detailed Analysis Print:","No",null,"SU4:",{"$f":"IFERROR($AN$133,\"\")","v":""},null,{"$f":"IFERROR($AN$136,\"\")","v":0},{"$f":"IFERROR($AN$138,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"phi Pn",{"$f":" 0.85*Y31*MIN(Y43:AA44)","v":{"$error":"#DIV/0!"}},"k","design strength",null,null,null,null,null,null,null,null,null,null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($AQ$39:$AQ$45)","v":0},{"$f":"SUM($AR$39:$AR$45)","v":0},"AREAnc",{"$f":"SUM($AT$39:$AT$45)","v":0},{"$f":"SUM($AU$39:$AU$45)","v":0},{"$f":"SUM($AV$39:$AV$45)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($AW$39:$AW$45)","v":0},"MOIync"]
[null,null,null,null,null,null,"SU5:",{"$f":"IFERROR($AO$133,\"\")","v":""},null,{"$f":"IFERROR($AO$136,\"\")","v":0},{"$f":"IFERROR($AO$138,\"\")","v":""},null,null,null,"Substructure",null,null,null,null,null,null,null,null,"Psub",{"$f":"D42","v":0},"k","Subsurface capacity",null,null,null,null,null,null,null,null,null,null,null,null,null,"MAX WIDTH",{"$f":"MAXA(AP39:AP45)","v":0},null,"Ybnc",{"$f":"$AT$46/$AR$46","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$AU$46+$AV$46","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"SU6:",{"$f":"IFERROR($AP$133,\"\")","v":""},null,{"$f":"IFERROR($AP$136,\"\")","v":0},{"$f":"IFERROR($AP$138,\"\")","v":""},null,null,null,"Substructure Name","Material Unit Weight (kcf)","Cap Width (in)","Cap Height (in)","Cap Weight (klf)","Cap Moment of Inertia (in4)","Cap Length (ft)",null,null,"Pcalcs",{"$f":"D44","v":0},"k","User input capacity from calculations"]
[null,null,null,null,null,null,"SU7:",{"$f":"IFERROR($AQ$133,\"\")","v":""},null,{"$f":"IFERROR($AQ$136,\"\")","v":0},{"$f":"IFERROR($AQ$138,\"\")","v":""}]
[null,null,null,null,null,null,"EV2:",{"$f":"IFERROR($AR$133,\"\")","v":""},null,{"$f":"IFERROR($AR$136,\"\")","v":0},{"$f":"IFERROR($AR$138,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"Paxial",{"$f":"IF(AND(E40<>\"X\",E42<>\"X\",E44<>\"X\"),\"\",IF(E40=\"X\",D40,IF(E42=\"X\",D42,IF(E44=\"X\",D44,\"\"))))","v":""},"k"]
[null,null,null,null,null,null,"EV3:",{"$f":"IFERROR($AS$133,\"\")","v":""},null,{"$f":"IFERROR($AS$136,\"\")","v":0},{"$f":"IFERROR($AS$138,\"\")","v":""}]
[null,null,null,null,null,null,"T3:",{"$f":"IFERROR($AT$133,\"\")","v":""},null,{"$f":"IFERROR($AT$136,\"\")","v":0},{"$f":"IFERROR($AT$138,\"\")","v":""}]
[null,null,null,null,null,null,"T3S2:",{"$f":"IFERROR($AU$133,\"\")","v":""},null,{"$f":"IFERROR($AU$136,\"\")","v":0},{"$f":"IFERROR($AU$138,\"\")","v":""},null,null,null,"Concrete Substructure",{"$f":"'Dead Load Calcs and Tables'!F38","v":0},{"$f":"'Dead Load Calcs and Tables'!G38","v":0},{"$f":"'Dead Load Calcs and Tables'!H38","v":0},{"$f":"'Dead Load Calcs and Tables'!I38","v":0},{"$f":"'Dead Load Calcs and Tables'!J38","v":0},{"$f":"'Dead Load Calcs and Tables'!K38","v":0}]
[null,null,null,null,null,null,"T3-3:",{"$f":"IFERROR($AV$133,\"\")","v":""},null,{"$f":"IFERROR($AV$136,\"\")","v":0},{"$f":"IFERROR($AV$138,\"\")","v":""},null,null,null,"Timber Cap",{"$f":"'Dead Load Calcs and Tables'!F39","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G39","v":0},{"$f":"'Dead Load Calcs and Tables'!H39","v":0},{"$f":"'Dead Load Calcs and Tables'!I39","v":0},{"$f":"'Dead Load Calcs and Tables'!J39","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K39","v":"-"}]
[null,null,null,null,null,null,"NRL:",{"$f":"IFERROR($AW$133,\"\")","v":""},null,{"$f":"IFERROR($AW$136,\"\")","v":0},{"$f":"IFERROR($AW$138,\"\")","v":""},null,null,null,"Timber Cap (2)",{"$f":"'Dead Load Calcs and Tables'!F40","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G40","v":0},{"$f":"'Dead Load Calcs and Tables'!H40","v":0},{"$f":"'Dead Load Calcs and Tables'!I40","v":0},{"$f":"'Dead Load Calcs and Tables'!J40","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K40","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Cap",{"$f":"'Dead Load Calcs and Tables'!F41","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I41","v":0},{"$f":"'Dead Load Calcs and Tables'!J41","v":""},{"$f":"'Dead Load Calcs and Tables'!K41","v":0}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"Steel Cap (2)",{"$f":"'Dead Load Calcs and Tables'!F42","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I42","v":0},{"$f":"'Dead Load Calcs and Tables'!J42","v":""},{"$f":"'Dead Load Calcs and Tables'!K42","v":0}]
[null,null,null,null,null,null,"€ HS Ratings"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR($AM$143*20,\"\")","v":""},{"$f":"IFERROR($AM$143,\"\")","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR($AM$144*20,\"\")","v":""},{"$f":"IFERROR($AM$144,\"\")","v":""},null,null,null,"LFR Load Factors",null,"EV LIVE LOAD FACTOR"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,"A1 =",1.3,null,"EV Crossing =",{"$f":"$D$11","v":0}]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR($AL$143*20,\"\")","v":""},{"$f":"IFERROR($AL$143,\"\")","v":""},null,null,null,"A2-INV =",2.17,null,"ADTT =",{"$f":"$H$9*$H$10","v":0.01}]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR($AL$144*20,\"\")","v":""},{"$f":"IFERROR($AL$144,\"\")","v":""},null,null,null,"A2-OP =",1.3,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(S62>0,S62<1000),1.1,IF(OR(S62=0,S62>6000),1.3,(1.3-1.1)*(S62-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR($AN$144,\"\")","v":""},{"$f":"IFERROR($AN$144,\"\")","v":""},"TYPE 3:",{"$f":"IFERROR($AT$144,\"\")","v":""},null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S62>0,S62<1000),1.1,IF(OR(S62=0,S62>6000),1.2,(1.2-1.1)*(S62-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR($AO$144,\"\")","v":""},{"$f":"IFERROR($AO$144,\"\")","v":""},"TYPE 3S2:",{"$f":"IFERROR($AU$144,\"\")","v":""},null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S62>0,S62<1000),1.1,IF(OR(S62=0,S62>6000),1.5,(1.5-1.1)*(S62-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR($AP$144,\"\")","v":""},{"$f":"IFERROR($AP$144,\"\")","v":""},"TYPE 3-3:",{"$f":"IFERROR($AV$144,\"\")","v":""},null,null,null,null,null,null,"Min lanes =",{"$f":"$K$9","v":0}]
[null,"€ - ",{"$f":"IF(E42=\"X\",\"Analysis Based Upon Allowable Stress Method\",\"Analysis Based Upon Load Factor Method\")","v":"Analysis Based Upon Load Factor Method"},null,null,null,"SU7 Operating:",{"$f":"IFERROR($AQ$144,\"\")","v":""},{"$f":"IFERROR($AQ$144,\"\")","v":""},"NRL:",{"$f":"IFERROR($AW$144,\"\")","v":""},null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(S67<2,1.3,IF(S61=1,S64,S66))","v":1.3}]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(S67<2,1.3,IF(S61=1,S63,S65))","v":1.3}]
[null,"£ - ",{"$f":"IF(E42=\"X\",\"Analysis Based Upon Allowable Stress Method\",\"Analysis Based Upon Load Factor Method\")","v":"Analysis Based Upon Load Factor Method"},null,null,null,"EV2 Operating:",{"$f":"IFERROR($AR$144,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR($AS$144,\"\")","v":""},null,null,null,null,null,null,"Impact",1.3]
[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula."]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Table of inputs for analysis"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"deck width, ft","deck thickness, in","deck elastic modulus, ksi","deck DL, ksf","number  of stringers","stringer weight, k/ft","distance to first stringer, ft","stringer spacing, ft","left adjacent span length, ft","right adjacent span length, ft","number of lanes","cap length, ft","cap moment \nof inertia, in4","cap weight, k/ft","cap elastic modulus, ksi","number  of piles","distance to first pile, ft","Pile Spacing","Detailed Print"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"K23","v":0},{"$f":"K20","v":0},{"$f":"K21","v":0},{"$f":"K22","v":0},{"$f":"IF($I$25=\"Concrete Slab\",MIN(ROUNDUP($K$23,0),20),$K$27)","v":0},{"$f":"IF($I$25=\"Concrete Slab\",0,$K$26)","v":0},{"$f":"IF($I$25=\"Concrete Slab\",IF(S77=20,MIN(K23,K32)/20/2,IF(K23>K32,(K32/K23)/2+(K23-K32)/2,0.5)),IF($K$28=0,0.001,$K$28))","v":1E-3},{"$f":"IF($I$25=\"Concrete Slab\",IF(S77=20,MIN(K23,K32)/20,IF(K32<K23,K32/K23,1)),K29/12)","v":0},{"$f":"E33","v":0},{"$f":"$E$34","v":0},{"$f":"K8","v":1},{"$f":"K32","v":0},{"$f":"$K$34","v":0},{"$f":"K33","v":0},{"$f":"$E$27","v":0},{"$f":"E30","v":0},{"$f":"E31","v":0},{"$f":"O30","v":0},{"$f":"IF(E46=\"Yes\",\"Yes\",\"No\")","v":"No"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<2,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<3,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<3,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<4,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<4,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<5,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<5,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<6,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<6,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<7,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<7,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<8,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,{"$f":"O37","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<8,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<9,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<9,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<10,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<10,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<11,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<11,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<12,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<12,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<13,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<13,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<14,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<14,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<15,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<15,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<16,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""},null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<16,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<17,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<17,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<18,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<18,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<19,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<19,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<20,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<20,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<21,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<21,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<22,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<22,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<23,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<23,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<24,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<24,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<25,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<25,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<26,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<26,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<27,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<27,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<28,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<28,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<29,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<29,\"\",$K$26))","v":""},null,{"$f":"IF($K$27<30,\"\",IF($I$25=\"Concrete Slab\",IF($K$32<$K$23,$K$32/$K$23,1),$K$29/12))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($I$25=\"Concrete Slab\",0,IF($K$27<30,\"\",$K$26))","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Output Table"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span","DL","H20","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL",null,null,null,null,null,null,null,null,"H20 +M","HS20 +M","SU4 +M","SU5 +M","SU6 +M","SU7 +M","EV2 +M","EV3 +M","Type 3 +M","Type 3-S2 +M","Type 3-3 +M","NRL +M"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Date Built","Yield Stress",null,null,null,null,"Pile Moment of Inertia, Iy (in4):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"Deck Type:",{"$f":"'Steel Cap'!K17","v":0},{"$f":"'Steel Cap (2)'!K17","v":0},{"$f":"'Timber Cap'!I18","v":0},{"$f":"'Timber Cap (2)'!I18","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS3,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS3,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},{"$f":"'Dead Load Calcs and Tables'!L11","v":0},null,"Before 1905 ",26,"KSI",null,"Steel Cap",null,null,null,null,null,null,"Concrete Deck",null,"Steel Stringer",null,"No Import",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"Deck Thickness (in):",{"$f":"'Steel Cap'!M18","v":0},{"$f":"'Steel Cap (2)'!M18","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS4,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS4,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},{"$f":"'Dead Load Calcs and Tables'!L12","v":0},null,"1905-1936 ",30,"KSI",null,"Steel Cap (2)",null,null,null,null,null,null,"Steel Deck",null,"Timber Stringer",null,"Steel Cap",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"Deck Elastic Modulus, E (ksi):",{"$f":"'Steel Cap'!M19","v":0},{"$f":"'Steel Cap (2)'!M19","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS5,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS5,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},{"$f":"'Dead Load Calcs and Tables'!L14","v":0},null,"1936-1963 ",33,"KSI",null,null,null,null,null,null,null,null,"Timber Deck",null,"Steel Girder (GFS)",null,"Steel Cap (2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,"Deck+Fill+Wear. Surface (ksf):",{"$f":"'Steel Cap'!M20","v":0},{"$f":"'Steel Cap (2)'!M20","v":0},{"$f":"'Timber Cap'!K19","v":0},{"$f":"'Timber Cap (2)'!K19","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS6,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS6,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"After 1963 ",36,"KSI",null,null,null,null,null,null,null,null,"Concrete Slab",null,"Concrete Girder",null,"Timber Cap",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"Deck Width (ft):",{"$f":"'Steel Cap'!M21","v":0},{"$f":"'Steel Cap (2)'!M21","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS7,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS7,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,null,null,null,null,null,null,null,null,null,"Recommended Design Yield Strength (KSI)",{"$f":"IF(VALUE($H$11)<=1905,Y4,IF(VALUE($H$11)<=1936,Y5,IF(VALUE($H$11)<=1963,Y6,Y7)))","v":36},null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D11:D15,'Dead Load Calcs and Tables'!D11:D15<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D11:D15,'Dead Load Calcs and Tables'!D11:D15<>\"\"),\"\"))","v":""},null,"Prestressed Girder",null,"Timber Cap (2)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,"Superstructure Type:",{"$f":"'Steel Cap'!K23","v":0},{"$f":"'Steel Cap (2)'!K23","v":0},{"$f":"'Timber Cap'!I20","v":0},{"$f":"'Timber Cap (2)'!I20","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS8,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS8,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(I19=\"Concrete Slab\",\"Concrete Slab\", \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,"Stringer Weight (klf):",{"$f":"'Steel Cap'!M24","v":0},{"$f":"'Steel Cap (2)'!M24","v":0},{"$f":"'Timber Cap'!K22","v":0},{"$f":"'Timber Cap (2)'!K22","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS9,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS9,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,"Number of Stringers:",{"$f":"'Steel Cap'!M25","v":0},{"$f":"'Steel Cap (2)'!M25","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS10,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS10,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,"Distance to First Stringer from edge of deck (ft):",{"$f":"'Steel Cap'!M26","v":0},{"$f":"'Steel Cap (2)'!M26","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS11,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS11,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,"Pile Descr:",null,null,null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,"Stringer Spacing (in):",{"$f":"'Steel Cap'!M27","v":0},{"$f":"'Steel Cap (2)'!M27","v":0},{"$f":"'Timber Cap'!K21","v":0},{"$f":"'Timber Cap (2)'!K21","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS12,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS12,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name",null,"Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HP Section",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Circular Pipe Section",null,null,null,null,null,null,null,null,null,null,12,null,null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS13,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS13,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****",null,null,null,null,null,null,null,null,null,null,null,"****INPUT DIMENSIONS****",null,null,"****INPUT DIMENSIONS****",null,null,null,"****INPUT DIMENSIONS****",null,null,null,13,null,null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS14,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS14,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rolled","WEB","FLG","Top","Bottom","FILLET",null,null,null,null,null,14,null,null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS15,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS15,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"DATA INPUT TABLE",null,null,null,null,"IMPORT FROM CAP MODULE",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},null,{"$f":"'Dead Load Calcs and Tables'!M22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Check if ","Section","WEB","FLG","TOP FLG","BOT FLG","FILLET",null,null,null,null,null,null,null,null,null,null,null,null,null,"Outer","Inner","Pipe","FLG","FLG","RADIUS",null,null,null,null,null,15,"Cap Type:",null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS16,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS16,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Pile ID Number:",null,null,"Cap Module:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},null,{"$f":"'Dead Load Calcs and Tables'!M23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HP","Depth","THK","WIDTH","THK","THK","RADIUS",null,null,null,null,null,null,null,null,null,null,null,null,null,"Diameter","Diameter","THK","THK","THK",null,null,null,null,null,null,16,"Cap Length (ft):",{"$f":"'Steel Cap'!E28","v":0},{"$f":"'Steel Cap (2)'!E28","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS17,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS17,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Standard Pile Designation:",null,null,"DECK INPUTS",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},null,"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Selected","(in)","(in)","(in)","(in)","(in)","(in)",null,null,null,null,null,null,null,null,null,null,null,null,null,"(in)","(in)","(in)","(in)","(in)","(in)",null,null,null,null,null,17,"Cap Weight (klf):",{"$f":"'Steel Cap'!E29","v":0},{"$f":"'Steel Cap (2)'!E29","v":0},{"$f":"'Timber Cap'!K23","v":0},{"$f":"'Timber Cap (2)'!K23","v":0},{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS18,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS18,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Rolled Section Depth (in):",null,null,"Deck Type:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},null,{"$f":"'Dead Load Calcs and Tables'!M25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($E$18=\"Circular Pipe\",0,1)","v":1},{"$f":"IF(AN19=1,$E$19,0)","v":0},{"$f":"IF(AN19=1,$E$20,0)","v":0},{"$f":"IF(AN19=1,$E$21,0)","v":0},{"$f":"IF(AN19=1,$E$22,0)","v":0},{"$f":"IF(AN19=1,$E$23,0)","v":0},{"$f":"IF(AN19=1,$E$24,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$E$19","v":0},{"$f":"E20","v":0},{"$f":"(BH19-BI19)/2","v":0},{"$f":"$E$22","v":0},{"$f":"$E$23","v":0},{"$f":"$E$24","v":0},null,null,null,null,null,18,"Cap Moment of Inertia (in4):",{"$f":"'Steel Cap'!E25","v":""},{"$f":"'Steel Cap (2)'!E25","v":""},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS19,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS19,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Web Thickness (in):",null,null,"Deck Thickness (in):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},null,{"$f":"'Dead Load Calcs and Tables'!M26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,"Cap Elastic Modulus:",{"$f":"'Steel Cap'!E30","v":29000},{"$f":"'Steel Cap (2)'!E30","v":29000},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS20,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS20,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Flange Width (in):",null,null,"Deck Elastic Modulus, E (ksi):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},null,{"$f":"'Dead Load Calcs and Tables'!M27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HP Section",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Circular Pipe Section",null,null,null,null,null,null,null,null,null,null,20,"Number of Piles",{"$f":"'Steel Cap'!M29","v":0},{"$f":"'Steel Cap (2)'!M29","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS21,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS21,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Top Flange Thickness (in):",null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},null,{"$f":"'Dead Load Calcs and Tables'!M28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,"****CALCULATED PROPERTIES****",null,null,null,null,null,null,21,"Distance to First Pile from Edge of Cap (ft):",{"$f":"'Steel Cap'!M30","v":0},{"$f":"'Steel Cap (2)'!M30","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS22,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS22,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Bottom Flange Thickness (in):",null,null,"Deck Width (ft):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},null,{"$f":"'Dead Load Calcs and Tables'!M29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"AREA","AREA","AREA",null,null,"AREA","TOTAL","DIST TO CENTROID","CENTROID","CENTROID","MOIx","MOIy","ROGx","ROGy","Bottom Fiber","Top Fiber","Minor Axis","MAJOR",null,"AREA","AREA","TOTAL","MOIx","MOIy","ROGx","ROGy","CENTROID","CENTROID",null,null,22,"Abutment or Int. Bent:",{"$f":"'Steel Cap'!E32","v":0},{"$f":"'Steel Cap (2)'!E32","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS23,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS23,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Fillet Radius (in):",null,null,"SUPERSTRUCTURE INPUTS",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},null,{"$f":"'Dead Load Calcs and Tables'!M30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP","BOT","WEB",null,null,"EACH","AREA","OF FILLETS FROM","DIST","DIST","Major Axis","Minor Axis","Major Axis","Minor Axis","Elastic Modulus","Elastic Modulus","Elastic Modulus","AXIS",null,"OUTER","INNER","AREA","Major Axis","Minor Axis","Major Axis","Minor Axis","DIST","DIST",null,null,23,"Adjacent Span Length 1 (ft):",{"$f":"'Steel Cap'!E33","v":0},{"$f":"'Steel Cap (2)'!E33","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS24,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS24,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,"Pile Moment of Inertia, Ix (in4):",null,{"$f":"IFERROR(IF(C25=\"Pile Moment of Inertia, Ix (in4):\",$AY$27,$AZ$27),\"\")","v":""},null,"Superstructure Type:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},null,{"$f":"'Dead Load Calcs and Tables'!M31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FLANGE","FLANGE",null,null,null,"FILLET","A","TOP&BOT OF WEB","Yb","Yt","Ix","Iy","rx","ry","Major Axis, Sxb","Major Axis, Sxt","Sy","Z",null,"DIAMETER","DIAMETER",null,"Ix","Iy","rx","ry","Yb","Yt",null,null,24,"Adjacent Span Length 2 (ft):",{"$f":"'Steel Cap'!E34","v":0},{"$f":"'Steel Cap (2)'!E34","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS25,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS25,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Fy (ksi):",{"$f":"Y8","v":36},null,"Stringer Weight (klf):",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},null,{"$f":"'Dead Load Calcs and Tables'!M32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(in^2)","(in^2)","(in^2)",null,null,"(in^2)","(in^2)","(in)","(in)","(in)","(in^4)","(in^4)","(in^4)","(in^4)","(in^3)","(in^3)","(in^3)","(in^3)",null,"(in^2)","(in^2)","(in^2)","(in^4)","(in^4)","(in^4)","(in^4)","(in)","(in)",null,null,25,"Pile Bay Spacings:",null,null,null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS26,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS26,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Cap Elastic Modulus (ksi):",null,null,null,null,"Number of Stringers:",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},null,{"$f":"'Dead Load Calcs and Tables'!M33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AQ19*AR19","v":0},{"$f":"AQ19*AS19","v":0},{"$f":"(AO19-AR19-AS19)*AP19","v":0},null,null,{"$f":"((AT19)^2)*(1-PI()/4)","v":0},{"$f":"SUM(AO27:AS27)+4*AT27","v":0},{"$f":"((AT19^3)*(0.5-PI()*(1-4/3/PI())/4))/MAXA(0.00001,AT27)","v":0},{"$f":"$AS$47","v":{"$error":"#DIV/0!"}},{"$f":"AO19-AW27","v":{"$error":"#DIV/0!"}},{"$f":"$AV$47","v":{"$error":"#DIV/0!"}},{"$f":"$AW$46","v":0},{"$f":"SQRT($AV$47/$AR$46)","v":{"$error":"#DIV/0!"}},{"$f":"SQRT($AW$46/$AR$46)","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AW$27","v":{"$error":"#DIV/0!"}},{"$f":"$AY$27/$AX$27","v":{"$error":"#DIV/0!"}},{"$f":"$AZ$27/($AP$47/2)","v":{"$error":"#DIV/0!"}},{"$f":"($AW$27)+($AW$27-$AS$19/2)*$AP$27+($AW$27-$AS$19-$AV$27)*2*$AT$27+((($AW$27-$AS$19)^2)/2)*$AP$19+((($AX$27-$AR$19)^2)/2)*$AP$19+($AX$27-$AR$19-$AV$27)*2*$AT$27+($AX$27-$AR$19/2)*$AO$27+($AX$27)","v":{"$error":"#DIV/0!"}},null,{"$f":"PI()*(BH19/2)^2","v":0},{"$f":"PI()*(BI19/2)^2","v":0},{"$f":"BH27-BI27","v":0},{"$f":"(PI()/64)*((BH19)^4-(BI19)^4)","v":0},{"$f":"(PI()/64)*((BH19)^4-(BI19)^4)","v":0},{"$f":" 1/4*SQRT(BH19^2+BI19^2)","v":0},{"$f":"1/4*SQRT(BH19^2+BI19^2)","v":0},{"$f":"BH19/2","v":0},{"$f":"BH19-BO27","v":0},null,null,26,"Bay 1",{"$f":"'Steel Cap'!Q30","v":0},{"$f":"'Steel Cap (2)'!Q30","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS27,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS27,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,"Unbraced Pile Length (ft):",null,null,null,"Distance to First Stringer from Edge of Deck (ft):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,"Bay 2",{"$f":"'Steel Cap'!Q31","v":0},{"$f":"'Steel Cap (2)'!Q31","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS28,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS28,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Kx:",null,"Ky:",null,null,"Stringer Spacing (in):",null,null,null,null,null,null,"Pile Spacing Input",null,null,null,null,null,null,null,null,"Determination of Controlling Maximum Strength Capacity [per AASHTO 17th Edition (2002), Articles 10.54.1, \"Axial Loading\"]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,"Bay 3",{"$f":"'Steel Cap'!Q32","v":0},{"$f":"'Steel Cap (2)'!Q32","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS29,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS29,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Number of Piles:",null,null,"CAP INPUTS",null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,"Bay 4",{"$f":"'Steel Cap'!Q33","v":0},{"$f":"'Steel Cap (2)'!Q33","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS30,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS30,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Distance to First Pile from Edge of Cap (ft):",null,null,"Cap Type:",null,null,null,null,null,">>>>>",2,null,null,null,null,null,null,null,null,null,"Pile Area =",{"$f":"IF($E$18=\"Circular Pipe\",$BJ$27,$AU$27)","v":0},"in^2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,"Bay 5",{"$f":"'Steel Cap'!Q34","v":0},{"$f":"'Steel Cap (2)'!Q34","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS31,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS31,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Abutment or Int. Bent",null,null,null,null,"Cap Length (ft):",null,null,"Cap Length (ft):",null,null,null,3,null,null,null,null,null,null,null,null,null,"E =",29000,"ksi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,31,"Bay 6",{"$f":"'Steel Cap'!Q35","v":0},{"$f":"'Steel Cap (2)'!Q35","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS32,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS32,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Adjacent Span Length 1 (ft):",null,null,"Cap Weight (klf):",null,null,"Cap Weight (klf):",null,null,null,4,null,null,null,null,null,null,null,null,null,"Fy =",{"$f":"E26","v":36},"ksi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"Bay 7",{"$f":"'Steel Cap'!Q37","v":0},{"$f":"'Steel Cap (2)'!Q37","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS33,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS33,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,"Adjacent Span Length 2 (ft):",null,null,"Cap Moment of Inertia (in4):",null,null,"Cap Moment of Inertia (in4):",null,null,null,5,null,null,null,null,null,null,null,null,null,"About x-axis",null,"About y-axis",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"Bay 8",{"$f":"'Steel Cap'!Q38","v":0},{"$f":"'Steel Cap (2)'!Q38","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS34,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS34,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,null,null,null,"Kx =",{"$f":"C29","v":0},"Ky =",{"$f":"E29","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"Bay 9",{"$f":"'Steel Cap'!Q39","v":0},{"$f":"'Steel Cap (2)'!Q39","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS35,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS35,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,"Bay 10",{"$f":"'Steel Cap'!Q40","v":0},{"$f":"'Steel Cap (2)'!Q40","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS36,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS36,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Capacity",null,null,null,null,"Pile Spacing (ft):",{"$f":"ROUND(O30,2)&IF(OR(O31=\"\",O31=0),\"\",\" - \"&ROUND(O31,2))&IF(OR(O32=\"\",O32=0),\"\",\" - \"&ROUND(O32,2))&IF(OR(O33=\"\",O33=0),\"\",\" - \"&ROUND(O33,2))&IF(OR(O34=\"\",O34=0),\"\",\" - \"&ROUND(O34,2))&IF(OR(O35=\"\",O35=0),\"\",\" - \"&ROUND(O35,2))&IF(OR(O37=\"\",O37=0),\"\",\" - \"&ROUND(O37,2))&IF(OR(O38=\"\",O38=0),\"\",\" - \"&ROUND(O38,2))&IF(OR(O39=\"\",O39=0),\"\",\" - \"&ROUND(O39,2))&IF(OR(O40=\"\",O40=0),\"\",\" - \"&ROUND(O40,2))&IF(OR(O41=\"\",O41=0),\"\",\" - \"&ROUND(O41,2))&IF(OR(O42=\"\",O42=0),\"\",\" - \"&ROUND(O42,2))&IF(OR(O43=\"\",O43=0),\"\",\" - \"&ROUND(O43,2))&IF(OR(O44=\"\",O44=0),\"\",\" - \"&ROUND(O44,2))&IF(OR(O45=\"\",O45=0),\"\",\" - \"&ROUND(O45,2))","v":"0"},null,null,null,null,null,7,null,null,null,null,null,null,null,null,null,"Lx =",{"$f":"D28*12","v":0},"Ly =",{"$f":"E28*12","v":0},"in",null,null,null,null,null,null,null,null,null,null,null,null,"HP Section",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,"Bay 11",{"$f":"'Steel Cap'!Q41","v":0},{"$f":"'Steel Cap (2)'!Q41","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS37,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS37,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,null,null,null,"Type \"X\" to indicate method:",null,null,null,null,null,null,null,null,8,null,null,null,null,null,null,null,null,null,"rx =",{"$f":"IF($E$18=\"Circular Pipe\",$BM$27,$BA$27)","v":{"$error":"#DIV/0!"}},"ry =",{"$f":"IF($E$18=\"Circular Pipe\",$BN$27,$BB$27)","v":{"$error":"#DIV/0!"}},"in",null,null,null,null,null,null,null,null,null,null,null,null,"SUBRECTANGLE","b","h","a","y","ay","i","a(y-ybar)^2","iminor",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,"Bay 12",{"$f":"'Steel Cap'!Q42","v":0},{"$f":"'Steel Cap (2)'!Q42","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS38,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS38,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Design Strength - LFR",null,null,null,null,null,null,null,null,null,null,null,9,null,null,null,null,null,null,null,null,null,"KxLx/rx=",{"$f":"Y35*Y37/Y38","v":{"$error":"#DIV/0!"}},"KyLy/ry=",{"$f":"AA35*AA37/AA38","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,"Bay 13",{"$f":"'Steel Cap'!Q43","v":0},{"$f":"'Steel Cap (2)'!Q43","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS39,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS39,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Φ Pn =",null,{"$f":"IFERROR(Y46,\"\")","v":""},"x",null,null,null,null,null,null,null,null,10,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(Y39<=Y41,\"<\",\">\")","v":{"$error":"#DIV/0!"}},null,{"$f":"IF(AA39<AA41,\"<\",\">\")","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AS$19","v":0},{"$f":"$AP40*$AQ40","v":0},{"$f":"$AS$39+$AQ$39/2+$AQ$40/2","v":0},{"$f":"$AR40*$AS40","v":0},{"$f":"(AP40*AQ40^3)/12","v":0},{"$f":"$AR40*($AS40-$AS$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ40*$AP40^3)/12","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,39,"Bay 14",{"$f":"'Steel Cap'!Q44","v":0},{"$f":"'Steel Cap (2)'!Q44","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS40,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS40,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Pile Allowable Subsurface Capacity (assumed) - ASR",null,null,null,null,null,null,null,null,null,null,null,11,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-152):",{"$f":"SQRT(2*(PI()^2)*Y32/Y33)","v":126.09928355413518},null,{"$f":"SQRT(2*(PI()^2)*Y32/Y33)","v":126.09928355413518},null,null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$39+$AQ$40+$AV$27","v":0},{"$f":"$AR41*$AS41","v":0},null,{"$f":"$AR41*($AS41-$AS$47)^2","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,"Bay 15",{"$f":"'Steel Cap'!Q45","v":0},{"$f":"'Steel Cap (2)'!Q45","v":0},null,null,{"$f":"IF(OR($J$17=\"No Import\", $J$17=\"\"),\"\",IF(INDEX($BU$2:$BX$41,BS41,MATCH($J$17,$BU$2:$BX$2,0))=\"\",\"\",INDEX($BU$2:$BX$41,BS41,MATCH($J$17,$BU$2:$BX$2,0))))","v":""}]
[null,"Psub =",null,null,null,null,"Loads on Controlling Pile",null,null,null,null,null,null,12,null,null,null,null,null,null,null,null,null,"Check",{"$f":"IF(Y39<=Y41,1,0)","v":{"$error":"#DIV/0!"}},null,{"$f":"IF(AA39<=AA41,1,0)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"WEB",{"$f":"$AP$19","v":0},{"$f":"$AO$19-$AQ$40-$AQ$44","v":0},{"$f":"$AP42*$AQ42","v":0},{"$f":"$AS$40+$AQ$40/2+$AQ$42/2","v":0},{"$f":"$AR42*$AS42","v":0},{"$f":"(AP42*AQ42^3)/12","v":0},{"$f":"$AR42*($AS42-$AS$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ42*$AP42^3)/12","v":0}]
[null,"Pile Capacity (see attached calculations)",null,null,null,null,null,"Pile",null,"LL w/o IM","DL",null,null,13,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-151) Fcr =",{"$f":"IF(Y42,Y33*(1-(Y33/(4*(PI()^2)*Y32))*(Y39^2)),\"-\")","v":{"$error":"#DIV/0!"}},"ksi",{"$f":"IF(AA42,Y33*(1-(Y33/(4*(PI()^2)*Y32))*(AA39^2)),\"-\")","v":{"$error":"#DIV/0!"}},"ksi",null,null,null,null,null,null,null,null,null,null,null,null,"BOT FILLETS",null,null,{"$f":"2*$AT$27","v":0},{"$f":"$AQ$39+$AQ$40+$AQ$42-$AV$27","v":0},{"$f":"$AR43*$AS43","v":0},null,{"$f":"$AR43*($AS43-$AS$47)^2","v":{"$error":"#DIV/0!"}}]
[null,"P =",null,null,null,null,null,null,null,"k","k",null,null,14,null,null,null,null,null,null,null,null,null,"(AASHTO EQ. 10-153) Fcr =",{"$f":"IF(Y42,\"-\",(Y32*(PI())^2)/(Y39^2))","v":{"$error":"#DIV/0!"}},null,{"$f":"IF(AA42,\"-\",(Y32*(PI())^2)/(AA39^2))","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,"TOP FLANGE",{"$f":"$AQ$19","v":0},{"$f":"$AR$19","v":0},{"$f":"$AP44*$AQ44","v":0},{"$f":"$AS$42+$AQ$42/2+$AQ$44/2","v":0},{"$f":"$AR44*$AS44","v":0},{"$f":"(AP44*AQ44^3)/12","v":0},{"$f":"$AR44*($AS44-$AS$47)^2","v":{"$error":"#DIV/0!"}},{"$f":"($AQ44*$AP44^3)/12","v":0}]
[null,null,null,null,null,null,"HS:",{"$f":"IFERROR($AM$133,\"\")","v":""},null,{"$f":"IFERROR($AM$136,\"\")","v":0},{"$f":"IFERROR($AM$138,\"\")","v":""},null,null,15]
[null,null,null,"Detailed Analysis Print:","No",null,"SU4:",{"$f":"IFERROR($AN$133,\"\")","v":""},null,{"$f":"IFERROR($AN$136,\"\")","v":0},{"$f":"IFERROR($AN$138,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"phi Pn",{"$f":" 0.85*Y31*MIN(Y43:AA44)","v":{"$error":"#DIV/0!"}},"k","design strength",null,null,null,null,null,null,null,null,null,null,null,null,null,"SUMMATION","DEPTHnc",{"$f":"SUM($AQ$39:$AQ$45)","v":0},{"$f":"SUM($AR$39:$AR$45)","v":0},"AREAnc",{"$f":"SUM($AT$39:$AT$45)","v":0},{"$f":"SUM($AU$39:$AU$45)","v":0},{"$f":"SUM($AV$39:$AV$45)","v":{"$error":"#DIV/0!"}},{"$f":"SUM($AW$39:$AW$45)","v":0},"MOIync"]
[null,null,null,null,null,null,"SU5:",{"$f":"IFERROR($AO$133,\"\")","v":""},null,{"$f":"IFERROR($AO$136,\"\")","v":0},{"$f":"IFERROR($AO$138,\"\")","v":""},null,null,null,"Substructure",null,null,null,null,null,null,null,null,"Psub",{"$f":"D42","v":0},"k","Subsurface capacity",null,null,null,null,null,null,null,null,null,null,null,null,null,"MAX WIDTH",{"$f":"MAXA(AP39:AP45)","v":0},null,"Ybnc",{"$f":"$AT$46/$AR$46","v":{"$error":"#DIV/0!"}},null,"MOIxnc",{"$f":"$AU$46+$AV$46","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,"SU6:",{"$f":"IFERROR($AP$133,\"\")","v":""},null,{"$f":"IFERROR($AP$136,\"\")","v":0},{"$f":"IFERROR($AP$138,\"\")","v":""},null,null,null,"Substructure Name","Material Unit Weight (kcf)","Cap Width (in)","Cap Height (in)","Cap Weight (klf)","Cap Moment of Inertia (in4)","Cap Length (ft)",null,null,"Pcalcs",{"$f":"D44","v":0},"k","User input capacity from calculations"]
[null,null,null,null,null,null,"SU7:",{"$f":"IFERROR($AQ$133,\"\")","v":""},null,{"$f":"IFERROR($AQ$136,\"\")","v":0},{"$f":"IFERROR($AQ$138,\"\")","v":""}]
[null,null,null,null,null,null,"EV2:",{"$f":"IFERROR($AR$133,\"\")","v":""},null,{"$f":"IFERROR($AR$136,\"\")","v":0},{"$f":"IFERROR($AR$138,\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"Paxial",{"$f":"IF(AND(E40<>\"X\",E42<>\"X\",E44<>\"X\"),\"\",IF(E40=\"X\",D40,IF(E42=\"X\",D42,IF(E44=\"X\",D44,\"\"))))","v":""},"k"]
[null,null,null,null,null,null,"EV3:",{"$f":"IFERROR($AS$133,\"\")","v":""},null,{"$f":"IFERROR($AS$136,\"\")","v":0},{"$f":"IFERROR($AS$138,\"\")","v":""}]
[null,null,null,null,null,null,"T3:",{"$f":"IFERROR($AT$133,\"\")","v":""},null,{"$f":"IFERROR($AT$136,\"\")","v":0},{"$f":"IFERROR($AT$138,\"\")","v":""}]
[null,null,null,null,null,null,"T3S2:",{"$f":"IFERROR($AU$133,\"\")","v":""},null,{"$f":"IFERROR($AU$136,\"\")","v":0},{"$f":"IFERROR($AU$138,\"\")","v":""},null,null,null,"Concrete Substructure",{"$f":"'Dead Load Calcs and Tables'!F38","v":0},{"$f":"'Dead Load Calcs and Tables'!G38","v":0},{"$f":"'Dead Load Calcs and Tables'!H38","v":0},{"$f":"'Dead Load Calcs and Tables'!I38","v":0},{"$f":"'Dead Load Calcs and Tables'!J38","v":0},{"$f":"'Dead Load Calcs and Tables'!K38","v":0}]
[null,null,null,null,null,null,"T3-3:",{"$f":"IFERROR($AV$133,\"\")","v":""},null,{"$f":"IFERROR($AV$136,\"\")","v":0},{"$f":"IFERROR($AV$138,\"\")","v":""},null,null,null,"Timber Cap",{"$f":"'Dead Load Calcs and Tables'!F39","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G39","v":0},{"$f":"'Dead Load Calcs and Tables'!H39","v":0},{"$f":"'Dead Load Calcs and Tables'!I39","v":0},{"$f":"'Dead Load Calcs and Tables'!J39","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K39","v":"-"}]
[null,null,null,null,null,null,"NRL:",{"$f":"IFERROR($AW$133,\"\")","v":""},null,{"$f":"IFERROR($AW$136,\"\")","v":0},{"$f":"IFERROR($AW$138,\"\")","v":""},null,null,null,"Timber Cap (2)",{"$f":"'Dead Load Calcs and Tables'!F40","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G40","v":0},{"$f":"'Dead Load Calcs and Tables'!H40","v":0},{"$f":"'Dead Load Calcs and Tables'!I40","v":0},{"$f":"'Dead Load Calcs and Tables'!J40","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K40","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Cap",{"$f":"'Dead Load Calcs and Tables'!F41","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I41","v":0},{"$f":"'Dead Load Calcs and Tables'!J41","v":""},{"$f":"'Dead Load Calcs and Tables'!K41","v":0}]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"Steel Cap (2)",{"$f":"'Dead Load Calcs and Tables'!F42","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I42","v":0},{"$f":"'Dead Load Calcs and Tables'!J42","v":""},{"$f":"'Dead Load Calcs and Tables'!K42","v":0}]
[null,null,null,null,null,null,"€ HS Ratings"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR($AM$143*20,\"\")","v":""},{"$f":"IFERROR($AM$143,\"\")","v":""}]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR($AM$144*20,\"\")","v":""},{"$f":"IFERROR($AM$144,\"\")","v":""},null,null,null,"LFR Load Factors",null,"EV LIVE LOAD FACTOR"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,"A1 =",1.3,null,"EV Crossing =",{"$f":"$D$11","v":0}]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR($AL$143*20,\"\")","v":""},{"$f":"IFERROR($AL$143,\"\")","v":""},null,null,null,"A2-INV =",2.17,null,"ADTT =",{"$f":"$H$9*$H$10","v":0.01}]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR($AL$144*20,\"\")","v":""},{"$f":"IFERROR($AL$144,\"\")","v":""},null,null,null,"A2-OP =",1.3,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS",null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(S62>0,S62<1000),1.1,IF(OR(S62=0,S62>6000),1.3,(1.3-1.1)*(S62-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR($AN$144,\"\")","v":""},{"$f":"IFERROR($AN$144,\"\")","v":""},"TYPE 3:",{"$f":"IFERROR($AT$144,\"\")","v":""},null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S62>0,S62<1000),1.1,IF(OR(S62=0,S62>6000),1.2,(1.2-1.1)*(S62-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR($AO$144,\"\")","v":""},{"$f":"IFERROR($AO$144,\"\")","v":""},"TYPE 3S2:",{"$f":"IFERROR($AU$144,\"\")","v":""},null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S62>0,S62<1000),1.1,IF(OR(S62=0,S62>6000),1.5,(1.5-1.1)*(S62-1000)/5000+1.1))","v":1.1000000000000001}]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR($AP$144,\"\")","v":""},{"$f":"IFERROR($AP$144,\"\")","v":""},"TYPE 3-3:",{"$f":"IFERROR($AV$144,\"\")","v":""},null,null,null,null,null,null,"Min lanes =",{"$f":"$K$9","v":0}]
[null,"€ - ",{"$f":"IF(E42=\"X\",\"Analysis Based Upon Allowable Stress Method\",\"Analysis Based Upon Load Factor Method\")","v":"Analysis Based Upon Load Factor Method"},null,null,null,"SU7 Operating:",{"$f":"IFERROR($AQ$144,\"\")","v":""},{"$f":"IFERROR($AQ$144,\"\")","v":""},"NRL:",{"$f":"IFERROR($AW$144,\"\")","v":""},null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(S67<2,1.3,IF(S61=1,S64,S66))","v":1.3}]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(S67<2,1.3,IF(S61=1,S63,S65))","v":1.3}]
[null,"£ - ",{"$f":"IF(E42=\"X\",\"Analysis Based Upon Allowable Stress Method\",\"Analysis Based Upon Load Factor Method\")","v":"Analysis Based Upon Load Factor Method"},null,null,null,"EV2 Operating:",{"$f":"IFERROR($AR$144,\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR($AS$144,\"\")","v":""},null,null,null,null,null,null,"Impact",1.3]
[null,null,null,null,null,null,"See Formula 6-1a (MCEB) for the general Rating Formula."]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Table of inputs for analysis"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"deck width, ft","deck thickness, in","deck elastic modulus, ksi","deck DL, ksf","number  of stringers","stringer weight, k/ft","distance to first stringer, ft","stringer spacing, ft","left adjacent span length, ft","right adjacent span length, ft","number of lanes","cap length, ft","cap moment \nof inertia, in4","cap weight, k/ft","cap elastic modulus, ksi","number  of piles","distance to first pile, ft","Pile Spacing","Detailed Print"]
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[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Output Table"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H15",13.5,19.5,0.48,{"$f":"(Q3+K17*$R$3)/2","v":9.75},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"Deck Thickness (in):",{"$f":"'Steel Cap'!M18","v":0},{"$f":"'Steel Cap (2)'!M18","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS3,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,"H20",18,26,0.64,{"$f":"(Q4+K17*$R$4)/2","v":13},null,null,null,null,null,null,null,null,null,null,null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS",null,null,null,"Timber Stringer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"Deck Elastic Modulus, E (ksi):",{"$f":"'Steel Cap'!M19","v":0},{"$f":"'Steel Cap (2)'!M19","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS4,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,"HS15",13.5,19.5,0.48,{"$f":"(Q5+K17*$R$5)/2","v":9.75},null,null,null,null,"Deck Dead Load Values",null,null,null,null,null,null,null,null,null,null,null,null,"Steel Girder (GFS)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"Deck+Fill+Wear. Surface (ksf):",{"$f":"'Steel Cap'!M20","v":0},{"$f":"'Steel Cap (2)'!M20","v":0},{"$f":"'Timber Cap'!K19","v":0},{"$f":"'Timber Cap (2)'!K19","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS5,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,"HS20",18,26,0.64,{"$f":"(Q6+K17*$R$6)/2","v":13},null,null,null,null,"Deck Name","Material Unit Weight (kcf)","Deck Weight (ksf)","Fill Weight (ksf)","Wearing Surface (ksf)","Misc. Weight (ksf)","Total Weight (ksf)",null,null,"Material","Unit Weight",null,null,"Concrete Girder",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,"Deck Width (ft):",{"$f":"'Steel Cap'!M21","v":0},{"$f":"'Steel Cap (2)'!M21","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS6,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,"*** 10' wide lanes @ 75% for secondary vehicles in Lane Loading",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete",0.15,"kcf",null,"Prestressed Girder",null,null,"Location","Span 1","Span 2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"Stringer Weight (klf):",{"$f":"'Steel Cap'!M24","v":0},{"$f":"'Steel Cap (2)'!M24","v":0},{"$f":"'Timber Cap'!K22","v":0},{"$f":"'Timber Cap (2)'!K22","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS7,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,"Timber Grade***","Maxium Grain Slope","Maximum Knot Diamter","Allowable Compression Stress","Modulus of Elasticity, E (ksi)",null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},null,null,"Steel",0.49,"kcf",null,"Concrete Slab",null,null,{"$f":"$E$26","v":0},{"$f":"E27","v":0},{"$f":"IF(AN8=\"Abutment\",\"-\",E28)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,"Number of Stringers:",{"$f":"'Steel Cap'!M25","v":0},{"$f":"'Steel Cap (2)'!M25","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS8,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},null,null,"Wood/Timber",0.05,"kcf",null,null,null,null,"% Between Floor/Ceiling",{"$f":"IFERROR(((AO8-AO10)/(AO11-AO10)),0)","v":0},{"$f":"IFERROR(((AP8-AP10)/(AP11-AP10)),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,"Distance to First Stringer from edge of deck (ft):",{"$f":"'Steel Cap'!M26","v":0},{"$f":"'Steel Cap (2)'!M26","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS9,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,"Select","1\" in 14\"","1/4 pile diameter",1.1000000000000001,1600,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E13","v":"Steel Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F13","v":0},{"$f":"'Dead Load Calcs and Tables'!G13","v":0},{"$f":"'Dead Load Calcs and Tables'!H13","v":0},{"$f":"'Dead Load Calcs and Tables'!I13","v":0},{"$f":"'Dead Load Calcs and Tables'!J13","v":0},{"$f":"'Dead Load Calcs and Tables'!K13","v":0},null,null,"Soil (Light)",0.1,"kcf",null,null,null,null,"Floor",{"$f":"IFERROR(FLOOR(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(FLOOR(AP8,2.5),\"-\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,"Stringer Spacing (in):",{"$f":"'Steel Cap'!M27","v":0},{"$f":"'Steel Cap (2)'!M27","v":0},{"$f":"'Timber Cap'!K21","v":0},{"$f":"'Timber Cap (2)'!K21","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS10,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,"No. 1","1\" in 11\"","1/3 pile diameter",0.92,1600,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},null,null,"Soil (Medium)",0.11,"kcf",null,null,null,null,"Ceiling",{"$f":"IFERROR(CEILING(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(CEILING(AP8,2.5),\"-\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,"Cap Length (ft):",{"$f":"'Steel Cap'!E28","v":0},{"$f":"'Steel Cap (2)'!E28","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS11,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,"Pile Descr:",null,null,null,null,null,null,null,"No. 2","1\" in 8\"","1/2 pile diameter",0.72,1400,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E15","v":"Timber Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F15","v":0},{"$f":"'Dead Load Calcs and Tables'!G15","v":0},{"$f":"'Dead Load Calcs and Tables'!H15","v":0},{"$f":"'Dead Load Calcs and Tables'!I15","v":0},{"$f":"'Dead Load Calcs and Tables'!J15","v":0},{"$f":"'Dead Load Calcs and Tables'!K15","v":0},null,null,"Soil (Heavy)",0.12,"kcf",null,null,null,null,"Nearest",{"$f":"IFERROR(IF(((AO11-AO8)>(AO8-AO10)),AO10,AO11),\"-\")","v":0},{"$f":"IFERROR(IF(((AP11-AP8)>(AP8-AP10)),AP10,AP11),\"-\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,"Cap Weight (klf):",{"$f":"'Steel Cap'!E29","v":0},{"$f":"'Steel Cap (2)'!E29","v":0},{"$f":"'Timber Cap'!K23","v":0},{"$f":"'Timber Cap (2)'!K23","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS12,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"***Standard grading rules for southern pine lumber, southern pine inspection bureau, sections 405-407 and table 4, 1991.",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E16","v":0},{"$f":"'Dead Load Calcs and Tables'!F16","v":0},{"$f":"'Dead Load Calcs and Tables'!G16","v":0},{"$f":"'Dead Load Calcs and Tables'!H16","v":0},{"$f":"'Dead Load Calcs and Tables'!I16","v":0},{"$f":"'Dead Load Calcs and Tables'!J16","v":0},{"$f":"'Dead Load Calcs and Tables'!K16","v":0},null,null,"Gravel",0.125,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,"Cap Moment of Inertia (in4):",{"$f":"'Steel Cap'!E25","v":""},{"$f":"'Steel Cap (2)'!E25","v":""},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS13,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Deck Inputs",null,null,null,null,null,null,null,null,null,null,null,null,"Effective Length \"K\" Diagram",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,null,null,null,"Span Round Up",null,"Span Round Down",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,"Deck Module:",{"$f":"'Steel Cap'!K17","v":0},{"$f":"'Steel Cap (2)'!K17","v":0},{"$f":"'Timber Cap'!I18","v":0},{"$f":"'Timber Cap (2)'!I18","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS14,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,null,null,null,null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS15,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"DATA INPUT TABLE",null,null,null,null,"DEAD LOAD CALCS",null,null,null,null,null,null,null,null,null,"Timber Condition (Cap) ***/###","Bending","Shear",null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,"Cap Dead Loads",null,null,null,null,null,null,null,"All values based upon HS Truck Rating Factors per Wheel loads, and span configurations.",null,"Table Span 1 Description (Round Up)","Table Span 2 Description (Round Up)","Table Span 1 Description (Round Down)","Table Span 2 Description (Round Down)",{"$f":"IF(AND($AN$38=\"Yes\",$E$28<20),\"OUTSIDE CONTINOUS BOUNDS\",\"\")","v":""},{"$f":"IF(AND($AN$38=\"Yes\",$E$28<20),\"OUTSIDE CONTINOUS BOUNDS\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,"Superstructure Module:",{"$f":"'Steel Cap'!K23","v":0},{"$f":"'Steel Cap (2)'!K23","v":0},{"$f":"'Timber Cap'!I20","v":0},{"$f":"'Timber Cap (2)'!I20","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS16,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile ID Number:",null,null,null,null,"Effective Deck Length for Dead Loads (ft):",null,null,null,{"$f":"IF(E26=\"Int. Bent\",((E27+E28)/2),E27/2)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name","Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact",null,"Substructure Name","Material Unit Weight (kcf)","Cap Width (in)","Cap Height (in)","Cap Weight (klf)","Cap Moment of Inertia (in4)","Cap Length (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,"Cap Module:","Steel Cap","Steel Cap","Timber Cap","Timber Cap",{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS17,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Interior or Exterior Pile:",null,null,null,null,"Effective Tributary Deck Width for Dead Loads (ft):",null,null,null,{"$f":"IF(E18=\"Interior\",((E19+E20)/2),(E19/2+E20))","v":0},null,null,null,null,null,"Good",1.6,0.16500000000000001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E27<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND(AN38=\"No\",E27<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AN19)))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E28<5),\"5_5\",IF(AND(AN38=\"No\",E28<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$28<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$28>100),\"100_100\",AO19)))))","v":"0_0"},{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E27<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND(AN38=\"No\",E27<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AP19)))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E28<5),\"5_5\",IF(AND(AN38=\"No\",E28<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$28<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$28>100),\"100_100\",AQ19)))))","v":"0_0"},{"$f":"IF(AR16=\"\",\"\",\"<<<USE\")","v":""},{"$f":"IF(AS16=\"\",\"\",\"<<<USE\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,"Number of Piles:",{"$f":"'Steel Cap'!M29","v":0},{"$f":"'Steel Cap (2)'!M29","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS18,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,{"$f":"IF(E18=\"Interior\",\"Interior Pile Spacing - 1 (ft):\",\"Exterior Pile Spacing (ft):\")","v":"Exterior Pile Spacing (ft):"},null,null,null,null,"Deck Type:",null,null,null,null,null,null,null,null,null,"Fair",1.2,0.125,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},{"$f":"'Dead Load Calcs and Tables'!$M$22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(E26=\"Abutment\",\"0\"&\"_\"&CEILING(E27,2.5),CEILING(E27,2.5)&\"_\"&CEILING(E27,2.5))","v":"0_0"},{"$f":"IF(E26=\"Abutment\",\"-\",CEILING(E28,2.5)&\"_\"&CEILING(E28,2.5))","v":"0_0"},{"$f":"IF(E26=\"Abutment\",\"0\"&\"_\"&FLOOR(E27,2.5),FLOOR(E27,2.5)&\"_\"&FLOOR(E27,2.5))","v":"0_0"},{"$f":"IF(E26=\"Abutment\",\"-\",FLOOR(E28,2.5)&\"_\"&FLOOR(E28,2.5))","v":"0_0"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,18,"Distance to First Pile from Edge of Cap (ft):",{"$f":"'Steel Cap'!M30","v":0},{"$f":"'Steel Cap (2)'!M30","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS19,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,{"$f":"IF(E18=\"Interior\",\"Interior Pile Spacing - 2 (ft):\",\"Wheel Load Overhang Distance* (ft):\")","v":"Wheel Load Overhang Distance* (ft):"},null,null,null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,"",null,null,null,null,null,"Poor",0.8,0.08,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},{"$f":"'Dead Load Calcs and Tables'!$M$23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,"Pile Bay Spacings:",null,null,null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS20,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Height (ft):",null,null,null,null,"Superstructure Type:",null,null,null,null,null,null,null,null,null,"*** *** The allowable bending stress and allowable shear stress recommendations are for seasoned and pressured treated southern pine. Reduce these values 25% for untreated timber.",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,{"$f":"'Dead Load Calcs and Tables'!E38","v":"Concrete Substructure"},{"$f":"'Dead Load Calcs and Tables'!F38","v":0},{"$f":"'Dead Load Calcs and Tables'!G38","v":0},{"$f":"'Dead Load Calcs and Tables'!H38","v":0},{"$f":"'Dead Load Calcs and Tables'!I38","v":0},{"$f":"'Dead Load Calcs and Tables'!J38","v":0},{"$f":"'Dead Load Calcs and Tables'!K38","v":0},null,"Continuity is not considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,"Bay 1",{"$f":"'Steel Cap'!Q30","v":0},{"$f":"'Steel Cap (2)'!Q30","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS21,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Diameter (in):",null,null,null,null,"Superstructure Member Spacing (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},{"$f":"'Dead Load Calcs and Tables'!$M$25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E39","v":"Timber Cap"},{"$f":"'Dead Load Calcs and Tables'!F39","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G39","v":0},{"$f":"'Dead Load Calcs and Tables'!H39","v":0},{"$f":"'Dead Load Calcs and Tables'!I39","v":0},{"$f":"'Dead Load Calcs and Tables'!J39","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K39","v":"-"},null,"Span 1 Round Up",null,{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21,"Bay 2",{"$f":"'Steel Cap'!Q31","v":0},{"$f":"'Steel Cap (2)'!Q31","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS22,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Section Loss (%):",null,null,null,null,"Superstructure Member Weight (klf):",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},{"$f":"'Dead Load Calcs and Tables'!$M$26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E40","v":"Timber Cap (2)"},{"$f":"'Dead Load Calcs and Tables'!F40","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G40","v":0},{"$f":"'Dead Load Calcs and Tables'!H40","v":0},{"$f":"'Dead Load Calcs and Tables'!I40","v":0},{"$f":"'Dead Load Calcs and Tables'!J40","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K40","v":"-"},null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,22,"Bay 3",{"$f":"'Steel Cap'!Q32","v":0},{"$f":"'Steel Cap (2)'!Q32","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS23,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Unit Weight (kcf):",null,null,{"$f":"AH9","v":0.05},null,"Cap Type:",null,"",null,null,null,null,null,null,null,"### The values for shear include a 50% increase permitted by Article 3.4.4.2 © of the National Design Specification for Wood Construction, 1982 Edition.",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},{"$f":"'Dead Load Calcs and Tables'!$M$27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E41","v":"Steel Cap"},{"$f":"'Dead Load Calcs and Tables'!F41","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I41","v":0},{"$f":"'Dead Load Calcs and Tables'!J41","v":""},{"$f":"'Dead Load Calcs and Tables'!K41","v":0},null,"Span 1 Round Down",null,{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,"Bay 4",{"$f":"'Steel Cap'!Q33","v":0},{"$f":"'Steel Cap (2)'!Q33","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS24,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Condition",null,null,null,null,"Cap Weight (klf):",null,null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},{"$f":"'Dead Load Calcs and Tables'!$M$28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E42","v":"Steel Cap (2)"},{"$f":"'Dead Load Calcs and Tables'!F42","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I42","v":0},{"$f":"'Dead Load Calcs and Tables'!J42","v":""},{"$f":"'Dead Load Calcs and Tables'!K42","v":0},null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,"Bay 5",{"$f":"'Steel Cap'!Q34","v":0},{"$f":"'Steel Cap (2)'!Q34","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS25,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Abutment or Int. Bent",null,null,null,null,"Total Dead Load (ksf):",null,null,null,{"$f":"IF(I21=\"Concrete Slab\",(K20+K25/K17),(K25/K17+K23/(K22/12)+K20))","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},{"$f":"'Dead Load Calcs and Tables'!$M$29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,null,null,null,null,null,null,null,null,"Min",null,{"$f":"MIN(AN22:AN25)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$f":"MIN(AR22:AR25)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25,"Bay 6",{"$f":"'Steel Cap'!Q35","v":0},{"$f":"'Steel Cap (2)'!Q35","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS26,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Adjacent Span Length 1 (ft):",null,null,null,null,"MISC. PILE ANALYSIS PROPERTIES**",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},{"$f":"'Dead Load Calcs and Tables'!$M$30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,26,"Bay 7",{"$f":"'Steel Cap'!Q37","v":0},{"$f":"'Steel Cap (2)'!Q37","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS27,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Adjacent Span Length 2 (ft):",null,null,null,null,"Wheel Line Distribution Factor, DF:",null,null,null,{"$f":"R30","v":0},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},{"$f":"'Dead Load Calcs and Tables'!$M$31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,"Bay 8",{"$f":"'Steel Cap'!Q38","v":0},{"$f":"'Steel Cap (2)'!Q38","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS28,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Effective Length \"K\" Factor:",null,null,null,null,"Timber Grade:",null,null,null,"No. 1",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},{"$f":"'Dead Load Calcs and Tables'!$M$32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,null,null,null,null,null,null,null,null,"Continuity is considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,"Bay 9",{"$f":"'Steel Cap'!Q39","v":0},{"$f":"'Steel Cap (2)'!Q39","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS29,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Method for Subsurface Capacity:",null,null,null,null,"Modulus of Elasticity, E (ksi):",null,null,null,1600,null,"< Standard value is 1600 ksi based upon Southern Pine with a moisture content of 19%.",null,null,null,"Distribution Factor",{"$f":"IF(AND(E18=\"Interior\",K8=1),MAX(U39:U40),IF(AND(E18=\"Interior\",K8>1),MAX(U41:U46),IF(AND(E18=\"Exterior\",K8=1),MAX(U47:U50),IF(AND(E18=\"Exterior\",K8>1),MAX(U51:U58),0))))","v":0},"Distribution Factor",null,{"$f":"R30","v":0},null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},{"$f":"'Dead Load Calcs and Tables'!$M$33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,null,null,null,null,null,null,null,null,"Span 1 Round Up",null,{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,"Bay 10",{"$f":"'Steel Cap'!Q40","v":0},{"$f":"'Steel Cap (2)'!Q40","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS30,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Superstructure Material Type:",null,null,null,null,"Allowable Compression Stress, Fc (ksi):",null,null,null,{"$f":"IF(K29=\"Select\", 1.1, IF(K29=\"No. 1\", 0.92,0.72))","v":0.92},null,null,null,null,null,"Compression Analysis (Wheel Load)",null,"Compresssion Analysis (Lane Load - Wheel Load)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,"Bay 11",{"$f":"'Steel Cap'!Q41","v":0},{"$f":"'Steel Cap (2)'!Q41","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS31,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Is Superstructure Continuous Over Pile:",null,null,null,null,"Subsurface Capacity, PALL (k):",null,null,null,{"$f":"E22*4","v":0},null,"< If PALL Subsurface Capacity is unknown, 4 kips per inch of pile diameter is reasonable assumption",null,null,null,"H15 Reaction (k):",{"$f":"W75","v":"Span Needed"},"H15 Reaction (k):",null,{"$f":"IF(K17=0,\"Span Needed\",S3)","v":"Span Needed"},null,null,"Allowable Bending Stress, Fb (ksi):",null,null,null,{"$f":"IF(E25=\"Good\",1.6,IF(E25=\"Fair\",1.2,0.8))","v":0.8},null,"Timber Bridge Design, Construction, Inspection, and Maintenance: \nTable 5-13. - Effective buckling length factor, Ke",null,null,null,null,null,null,null,"Span 1 Round Down",null,{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,31,"Bay 12",{"$f":"'Steel Cap'!Q42","v":0},{"$f":"'Steel Cap (2)'!Q42","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS32,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,{"$f":"IF(B20=\"Wheel Load Overhang Distance* (ft):\",\"*Wheel Load Overhang Distance is the largest distance that a wheel load is expected to travel outside the centerline of pile (min of 0')\",\"\")","v":"*Wheel Load Overhang Distance is the largest distance that a wheel load is expected to travel outside the centerline of pile (min of 0')"},null,null,null,null," Column Capacity, PALL (k):",null,null,null,{"$f":"Y43","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"HS15 Reaction (k):",{"$f":"W76","v":"Span Needed"},"HS15 Reaction (k):",null,{"$f":"IF(K17=0,\"Span Needed\",S5)","v":"Span Needed"},null,null,"Allowable Shear Stress, Fv (ksi):",null,null,null,{"$f":"IF(E25=\"Good\",0.165,IF(E25=\"Fair\",0.125,0.08))","v":0.08},null,null,null,null,null,null,null,null,null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"Bay 13",{"$f":"'Steel Cap'!Q43","v":0},{"$f":"'Steel Cap (2)'!Q43","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS33,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,"Net Section, PALL (k):",null,null,null,{"$f":"Y46","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min",null,{"$f":"IF(AN30=\"\",\"\",MIN(AN30:AN33))","v":""},{"$f":"IF(AO30=\"\",\"\",MIN(AO30:AO33))","v":""},"","","","","","","","",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"Bay 14",{"$f":"'Steel Cap'!Q44","v":0},{"$f":"'Steel Cap (2)'!Q44","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS34,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"IMPORT FROM CAP MODULE",null,null,null,null,"Controlling FC' (ksi):",null,null,null,{"$f":"IF(K36<=11,Y39,IF(K36>=K37,Y41,Y40))","v":{"$error":"#DIV/0!"}},null,null,null,"Timber Pile Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"Bay 15",{"$f":"'Steel Cap'!Q45","v":0},{"$f":"'Steel Cap (2)'!Q45","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS35,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Cap Module:",null,null,null,null,"Slenderness Ratio, kl/d:",null,null,null,{"$f":"E29*(E21*12)/(PI()/4*E22)","v":{"$error":"#DIV/0!"}},null,null,null,"Pile Distribution Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling (Interpolated)",null,{"$f":"IF($AN$38=\"Yes\",AN47,AN46)","v":{"$error":"#N/A"}},{"$f":"IF($AN$38=\"Yes\",AO47,AO46)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,"Long Column Ratio, C:",null,null,null,{"$f":"0.671*(K30/K31)^0.5","v":27.982634366459436},null,null,null,null,null,null,null,null,"Wheel Line"]
[null,null,null,null,null,null,"**The Recommended values above shall be verified by the engineer and adjusted if necessary.",null,null,null,null,null,null,null,"Equation","Pile Type","# of Lanes","S1 or (S + OH)","S2 or OH","Dist. Factor (DF)","Controlling DF",null,null,"Pile Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,"Consider Continuity?",null,{"$f":"IF(E26=\"Abutment\",\"N/A\",IF(E31=\"\",\"N/A\",IF(OR(E31=\"Timber\",E31=\"Mixed\"),\"No\",E32)))","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-19","Interior",1,{"$f":"(Q60<=6)","v":true},{"$f":"(Q61<=Q60)","v":true},1,{"$f":"IF(AND(R39=TRUE,S39=TRUE),T39,0)","v":1},null,null,"FC' (1) ",{"$f":"K31","v":0.92},"< use if (kl/d) is less than or equal to 11"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-20","Interior",1,{"$f":"(Q60>6)","v":false},{"$f":"(Q61<=Q60)","v":true},{"$f":"1+(Q60-6)/Q60","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R40=TRUE,S40=TRUE),T40,0)","v":0},null,null,"FC' (2) ",{"$f":"K31*(1-0.33*((K36/K37)^4))","v":{"$error":"#DIV/0!"}},"< use if (kl/d) is greater than 11 and less than \"C\"",null,null,null,null,null,null,null,null,null,null,null,"Span(ft) Truck","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-19","Interior",2,{"$f":"(Q60<=4)","v":true},{"$f":"Q61<=Q60","v":true},1,{"$f":"IF(AND(R41=TRUE,S41=TRUE),T41,0)","v":1},null,null,"FC' (3) ",{"$f":"0.3*K30/(K36*K36)","v":{"$error":"#DIV/0!"}},"< use if (kl/d) is greater than or equal to \"C\"",null,null,null,null,null,null,null,null,null,null,null,1,2,3,4,5,6,7,8,9,10,11,12]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-21","Interior",2,{"$f":"AND(10>=Q60,Q60>4)","v":false},{"$f":"Q61<=6","v":true},{"$f":"1+(Q60-4)/Q60","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R42=TRUE,S42=TRUE),T42,0)","v":0},null,null,"AG (in2):",{"$f":"E22*E22*PI()/4","v":0}]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-22","Interior",2,{"$f":"AND(10>=Q60,Q60>4)","v":false},{"$f":"AND(Q60>=Q61,Q61>6)","v":false},{"$f":"1+(Q60-4)/Q60+(Q61-6)/Q61","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R43=TRUE,S43=TRUE),T43,0)","v":0},null,null," Column Capacity, PALL (k):",{"$f":"K35*Y42","v":{"$error":"#DIV/0!"}},"kips"]
[]
[null,"Compression Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-23","Interior",2,{"$f":"Q60>10","v":false},{"$f":"Q61<=6","v":true},{"$f":"1+(2*Q60-14)/Q60","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R45=TRUE,S45=TRUE),T45,0)","v":0},null,null,"Subsurface Capacity, PALL (k):",{"$f":"K32","v":0},"kips",null,null,null,null,null,null,null,null,null,null,null,"Interpolated Values:","Interpolated Values:","SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,"Max H15 Reaction (k):",null,null,{"$f":"IFERROR(IF(K17=0,\"\",MAX(R32)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-24","Interior",2,{"$f":"Q60>10","v":false},{"$f":"AND(Q60>=Q61,Q61>6)","v":false},{"$f":"1+(2*Q60-14)/Q60+(Q61-6)/Q61","v":{"$error":"#DIV/0!"}},0,null,null,"Net Section, PALL (k):",{"$f":"K31*Y42*(1-E23)","v":0},"kips",null,null,null,null,null,null,null,null,null,null,null,"Continuity is not considered",null,{"$f":"IF(AN25<=AN24,(((AN23-AN25)*$AP$9)+AN25),(((AN22-AN24)*$AO$9)+AN24))","v":{"$error":"#N/A"}},{"$f":"IF(AO25<=AO24,(((AO23-AO25)*$AP$9)+AO25),(((AO22-AO24)*$AO$9)+AO24))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,"Max HS15 Reaction (k):",null,null,{"$f":"IFERROR(IF(K17=0,\"\",MAX(R33)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-19","Exterior",1,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63=0","v":true},1,1,null,null,"Controlling PALL (k)",{"$f":"MIN(Y43:Y46)","v":{"$error":"#DIV/0!"}},"kips",null,null,null,null,null,null,null,null,null,null,null,"Continuity is considered",null,{"$f":"IF(AN33<=AN32,(((AN31-AN33)*$AP$9)+AN33),(((AN30-AN32)*$AO$9)+AN32))","v":{"$error":"#VALUE!"}},{"$f":"IF(AO33<=AO32,(((AO31-AO33)*$AP$9)+AO33),(((AO30-AO32)*$AO$9)+AO32))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,"Pile Capacity, PALL (k):",null,null,{"$f":"IFERROR((MIN(Y43:Y46)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-25","Exterior",1,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63>0","v":false},{"$f":"(Q62+Q63)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"PDL (k)",{"$f":"K18*K17*K26","v":{"$error":"#VALUE!"}},"Kips"]
[null,"PDL (k):",null,null,{"$f":"IFERROR((K18*K17*K26),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-20","Exterior",1,{"$f":"(Q62+Q63)>6","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(Q62-6)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"RLL (H15) (k)",{"$f":"W75","v":"Span Needed"}]
[null,"[Max H15] - PLL (k):",null,null,{"$f":"IFERROR((E46*K28),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-26","Exterior",1,{"$f":"(Q62+Q63)>6","v":false},{"$f":"Q63>0","v":false},{"$f":"2*(Q62+Q63-3)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"RLL (HS15) (k)",{"$f":"W76","v":"Span Needed"}]
[null,"IR (H15):",null,null,{"$f":"IFERROR((15*(E48-E49)/E50),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-19","Exterior",2,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63=0","v":true},1,1,null,null,"PLL (H15) (k)",{"$f":"Y49*R30","v":{"$error":"#VALUE!"}}]
[null,"IR (HS15):",null,null,{"$f":"IFERROR((E51*(E46/E47)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-25","Exterior",2,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63>0","v":false},{"$f":"(Q62+Q63)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"IR (H15)",{"$f":"15*(Y47-Y48)/Y51","v":{"$error":"#DIV/0!"}}]
[null,"OR (H15):",null,null,{"$f":"IFERROR((15*(1.25*E48-E49)/E50),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-20","Exterior",2,{"$f":"AND(10>=(Q62+Q63),(Q62+Q63)>6)","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(Q62-6)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"IR (HS15)",{"$f":"Y52*(Y49/Y50)","v":{"$error":"#DIV/0!"}}]
[null,"OR (HS15):",null,null,{"$f":"IFERROR((E53*(E46/E47)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-26","Exterior",2,{"$f":"AND(10>=(Q62+Q63),(Q62+Q63)>6)","v":false},{"$f":"Q63>0","v":false},{"$f":"2*(Q62+Q63-3)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"OR (H15)",{"$f":"15*(1.25*Y47-Y48)/Y51","v":{"$error":"#DIV/0!"}},"< Compression Operating Rating = 0.66/0.53 = 1.25 mulitplier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-27","Exterior",2,{"$f":"AND(16>=(Q62+Q63),(Q62+Q63)>10)","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(2*Q62-16)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"OR (HS15)",{"$f":"Y54*(Y49/Y50)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Deck List",null,"Superstructure List",null,"Cap List"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-28","Exterior",2,{"$f":"AND(16>=(Q62+Q63),(Q62+Q63)>10)","v":false},{"$f":"Q63>0","v":false},{"$f":"3*(Q62+Q63-5.33)/Q62","v":{"$error":"#DIV/0!"}},0]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-29","Exterior",2,{"$f":"(Q62+Q63)>16","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(3*Q62-32)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck",null,"Steel Stringer",null,"No Import"]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,"Equation 18-30","Exterior",2,{"$f":"(Q62+Q63)>16","v":false},{"$f":"Q63>0","v":false},{"$f":"4*(Q62+Q63-8)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Deck",null,"Timber Stringer",null,"Steel Cap"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((E52),\"\")","v":""},{"$f":"IF(J59=\"\",\"\",J59/20)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Timber Deck",null,"Steel Girder (GFS)",null,"Steel Cap (2)"]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((E54),\"\")","v":""},{"$f":"IF(J60=\"\",\"\",J60/20)","v":""},null,null,null,"S1","=",{"$f":"MAX(E19:E20)","v":0},"S1 = Larger Adjacent Pile Spacing for Interior Piles (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Slab",null,"Concrete Girder",null,"Timber Cap"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,"S2","=",{"$f":"MIN(E19:E20)","v":0},"S2 = Smaller Adjacent Pile Spacing for Interior Piles (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!G64:G68,'Dead Load Calcs and Tables'!G64:G68<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!G64:G68,'Dead Load Calcs and Tables'!G64:G68<>\"\"),\"\"))","v":""},null,"Prestressed Girder",null,"Timber Cap (2)"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((E51),\"\")","v":""},{"$f":"IF(J62=\"\",\"\",J62/20)","v":""},null,null,null,"S","=",{"$f":"E19","v":0},"S = Exterior Pile Spacing for Exterior Pile (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Slab"]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((E53),\"\")","v":""},{"$f":"IF(J63=\"\",\"\",J63/20)","v":""},null,null,null,"OH","=",{"$f":"IF(E18=\"Interior\",0,E20)","v":0},"OH = Wheel Line Overhange at Exterior Pile (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\"))","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((Q83*AN36),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((Q83*AT36),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((Q83*AO36),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((Q83*AU36),\"\")","v":""},null,null,null,"H-15 / HS-15 Wheel Line Reactions"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((Q83*AP36),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((Q83*AV36),\"\")","v":""},null,null,null,"Load Case","L1 (ft) Min","L1","L1 (ft) Max","L2 (ft) Min","L2","L2 (ft) Max","Valid?","RLL (kips)","Equation","Truck"]
[null,"€ - ","Compression Controls Ratings",null,null,null,"SU7 Operating:",{"$f":"IFERROR((Q83*AQ36),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((Q83*AW36),\"\")","v":""},null,null,null,1,0,{"$f":"P76","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q68<=R68,TRUE,FALSE)","v":true},{"$f":"IF(V68=TRUE,12,\"N/A\")","v":12},"Equation 18-12","H15"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,2,14,{"$f":"P76","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q69","v":0},{"$f":"IF(Q69>P69,TRUE,FALSE)","v":false},{"$f":"IF(V69=TRUE,(12+3*(Q69-14)/Q69),\"N/A\")","v":"N/A"},"Equation 18-13","H15"]
[null,"£ - ","Compression Controls Ratings",null,null,null,"EV2 Operating:",{"$f":"IFERROR((Q83*AR36),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((Q83*AS36),\"\")","v":""},null,null,null,1,0,{"$f":"P78","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q70<=R70,TRUE,FALSE)","v":true},{"$f":"IF(V70=TRUE,12,\"N/A\")","v":12},"Equation 18-14","HS15"]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method",null,null,null,null,null,null,null,3,14,{"$f":"P78","v":0},28,0,{"$f":"P79","v":0},14,{"$f":"IF(AND(Q71>14,Q71<=R71,T71<=14),TRUE,FALSE)","v":false},{"$f":"IF(V71=TRUE,(12*(2*Q71-14)/Q71),\"N/A\")","v":"N/A"},"Equation 18-15","HS15"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,4,14,{"$f":"P78","v":0},28,14,{"$f":"P79","v":0},{"$f":"P78","v":0},{"$f":"IF(AND(Q72>14,Q72<=28,T72>14,T72<=Q72),TRUE,FALSE)","v":false},{"$f":"IF(V72=TRUE,(12*(2*Q72-14)/Q72+3*(T72-14)/T72),\"N/A\")","v":"N/A"},"Equation 18-16","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,28,{"$f":"P78","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q73/2","v":0},{"$f":"IF(AND(Q73>28,T73<=(Q73/2)),TRUE,FALSE)","v":false},{"$f":"IF(V73=TRUE,(12*(2*Q73-14)/Q73+3*(Q73-28)/Q73),\"N/A\")","v":"N/A"},"Equation 18-17","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,28,{"$f":"P78","v":0},999.99,{"$f":"Q74/2","v":0},{"$f":"P79","v":0},999.99,{"$f":"IF(AND(Q74>28,T74>(Q74/2)),TRUE,FALSE)","v":false},{"$f":"IF(V74=TRUE,(12*(2*Q74-14)/Q74+3*(T74-14)/T74),\"N/A\")","v":"N/A"},"Equation 18-18","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Span",{"$f":"MAX(E27:E28)","v":0},null,null,null,null,"Controlling RLL (H15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W68:W69))","v":"Span Needed"},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L1 (Case 1,2,3)",{"$f":"MAX(E27:E28)","v":0},null,null,null,null,"Controlling RLL (HS15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W70:W74))","v":"Span Needed"},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L2 (Case 1,2,3)",{"$f":"MIN(E27:E28)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L1 (Case 4, 5)",{"$f":"MAX(E27:E28)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L2 (Case 4, 5)",{"$f":"MIN(E27:E28)","v":0}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Inv. RF =",null,{"$f":"Y53/20","v":{"$error":"#DIV/0!"}},"Based upon Wheel Loads Only"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Opr. RF =",null,{"$f":"Y55/20","v":{"$error":"#DIV/0!"}}]

{"sheet":"Timber Pile (2)","index":21,"n_rows":83,"n_cols":77,"rows_kept":83,"cut":false,"hidden":true,"merged":[[45,37,45,38],[46,37,46,38],[44,37,44,38],[74,20,74,21],[75,20,75,21],[81,14,81,15],[81,17,82,17],[82,14,82,15],[65,7,65,8],[65,14,65,23],[66,7,66,8],[67,7,67,8],[68,6,68,10],[69,7,69,8],[13,39,13,40],[13,41,13,42],[71,1,72,10],[45,1,45,3],[46,1,46,3],[47,1,47,3],[56,1,56,4],[57,1,66,4],[57,6,57,10],[58,6,58,8],[59,6,59,8],[52,1,52,3],[53,1,53,3],[44,1,44,4],[60,6,60,10],[61,6,61,8],[62,6,62,8],[63,6,63,10],[64,7,64,8],[31,1,31,3],[31,6,31,9],[31,18,31,19],[31,23,31,26],[31,29,32,33],[42,1,42,10],[31,37,31,38],[32,1,33,4],[32,6,32,9],[32,18,32,19],[32,23,32,26],[32,37,32,38],[33,6,33,9],[33,29,59,33],[33,37,33,38],[34,1,34,4],[34,6,34,9],[34,14,34,20],[35,1,35,3],[35,6,35,9],[35,14,35,20],[48,1,48,3],[49,1,49,3],[50,1,50,3],[51,1,51,3],[35,37,35,38],[37,37,37,38],[36,6,36,9],[37,6,38,10],[37,23,37,25],[25,37,25,38],[26,1,26,3],[26,6,26,10],[27,1,27,3],[27,6,27,9],[28,1,28,3],[28,6,28,9],[28,37,28,38],[29,1,29,3],[29,6,29,9],[29,18,29,19],[29,37,29,38],[30,1,30,3],[30,6,30,9],[30,16,30,17],[30,18,30,20],[30,37,30,38],[23,1,23,3],[23,6,23,7],[23,8,23,10],[23,16,25,18],[23,37,23,38],[24,1,24,3],[24,6,24,9],[24,37,24,38],[25,1,25,3],[25,6,25,9],[20,37,20,38],[21,1,21,3],[21,6,21,9],[21,37,21,38],[22,1,22,3],[22,6,22,9],[22,37,22,38],[19,6,19,9],[19,12,21,13],[20,1,20,3],[20,6,20,7],[20,8,20,10],[20,16,22,18],[16,32,19,32],[16,33,19,33],[16,34,19,34],[16,35,19,35],[17,1,17,3],[17,6,17,9],[18,1,18,3],[18,6,18,7],[18,8,18,10],[19,1,19,3],[15,41,16,41],[15,42,16,42],[15,43,16,43],[15,44,16,44],[16,1,16,3],[16,6,16,9],[16,23,17,23],[16,24,17,24],[16,25,17,25],[16,26,17,26],[15,18,16,18],[15,23,15,27],[15,29,15,35],[15,37,18,38],[15,39,16,39],[15,40,16,40],[16,27,17,27],[16,29,19,29],[16,30,19,30],[16,31,19,31],[13,1,13,10],[13,14,13,15],[15,1,15,4],[15,6,15,10],[15,16,16,16],[15,17,16,17],[9,7,9,8],[10,1,11,1],[10,2,11,4],[10,7,10,8],[11,7,11,10],[12,14,12,18],[7,7,7,8],[7,14,8,14],[7,15,8,15],[7,16,8,16],[7,17,8,17],[7,18,8,18],[8,7,8,8],[5,23,6,23],[5,24,6,24],[0,1,0,10],[0,14,1,14],[0,15,0,18],[1,1,1,10],[3,32,4,34],[4,23,4,29],[5,29,6,29],[5,33,5,34],[6,1,6,10],[5,25,6,25],[5,26,6,26],[5,27,6,27],[5,28,6,28]]}
[null,"TBLRP-LFR Spreadsheet",null,null,null,null,null,null,null,null,null,null,null,null,null,"Lane Loading Values ***",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Import:",{"$f":"E36","v":0}]
[null,"Timber Pile (ASD)",null,null,null,null,null,null,null,null,null,null,null,null,null,"Concentrated Load (Moment) (k)","Concentrated Load (Shear) (k)","Uniform Load (klf)","R (K)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure List",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,"Steel Cap","Steel Cap (2)","Timber Cap","Timber Cap (2)","Selected"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"H15",13.5,19.5,0.48,{"$f":"(Q3+K17*$R$3)/2","v":9.75},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Stringer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"Deck Thickness (in):",{"$f":"'Steel Cap'!M18","v":0},{"$f":"'Steel Cap (2)'!M18","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS3,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,"H20",18,26,0.64,{"$f":"(Q4+K17*$R$4)/2","v":13},null,null,null,null,null,null,null,null,null,null,null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS",null,null,null,"Timber Stringer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"Deck Elastic Modulus, E (ksi):",{"$f":"'Steel Cap'!M19","v":0},{"$f":"'Steel Cap (2)'!M19","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS4,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"},null,null,null,"HS15",13.5,19.5,0.48,{"$f":"(Q5+K17*$R$5)/2","v":9.75},null,null,null,null,"Deck Dead Load Values",null,null,null,null,null,null,null,null,null,null,null,null,"Steel Girder (GFS)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"Deck+Fill+Wear. Surface (ksf):",{"$f":"'Steel Cap'!M20","v":0},{"$f":"'Steel Cap (2)'!M20","v":0},{"$f":"'Timber Cap'!K19","v":0},{"$f":"'Timber Cap (2)'!K19","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS5,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"},null,null,null,"HS20",18,26,0.64,{"$f":"(Q6+K17*$R$6)/2","v":13},null,null,null,null,"Deck Name","Material Unit Weight (kcf)","Deck Weight (ksf)","Fill Weight (ksf)","Wearing Surface (ksf)","Misc. Weight (ksf)","Total Weight (ksf)",null,null,"Material","Unit Weight",null,null,"Concrete Girder",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,"Deck Width (ft):",{"$f":"'Steel Cap'!M21","v":0},{"$f":"'Steel Cap (2)'!M21","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS6,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,"*** 10' wide lanes @ 75% for secondary vehicles in Lane Loading",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete",0.15,"kcf",null,"Prestressed Girder",null,null,"Location","Span 1","Span 2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"Stringer Weight (klf):",{"$f":"'Steel Cap'!M24","v":0},{"$f":"'Steel Cap (2)'!M24","v":0},{"$f":"'Timber Cap'!K22","v":0},{"$f":"'Timber Cap (2)'!K22","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS7,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1},null,null,null,"Timber Grade***","Maxium Grain Slope","Maximum Knot Diamter","Allowable Compression Stress","Modulus of Elasticity, E (ksi)",null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E11","v":"Concrete Deck"},{"$f":"'Dead Load Calcs and Tables'!F11","v":0.15},{"$f":"'Dead Load Calcs and Tables'!G11","v":0},{"$f":"'Dead Load Calcs and Tables'!H11","v":0},{"$f":"'Dead Load Calcs and Tables'!I11","v":0},{"$f":"'Dead Load Calcs and Tables'!J11","v":0},{"$f":"'Dead Load Calcs and Tables'!K11","v":0},null,null,"Steel",0.49,"kcf",null,"Concrete Slab",null,null,{"$f":"$E$26","v":0},{"$f":"E27","v":0},{"$f":"IF(AN8=\"Abutment\",\"-\",E28)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,"Number of Stringers:",{"$f":"'Steel Cap'!M25","v":0},{"$f":"'Steel Cap (2)'!M25","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS8,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E12","v":"Steel Deck"},{"$f":"'Dead Load Calcs and Tables'!F12","v":0},{"$f":"'Dead Load Calcs and Tables'!G12","v":""},{"$f":"'Dead Load Calcs and Tables'!H12","v":0},{"$f":"'Dead Load Calcs and Tables'!I12","v":0},{"$f":"'Dead Load Calcs and Tables'!J12","v":0},{"$f":"'Dead Load Calcs and Tables'!K12","v":0},null,null,"Wood/Timber",0.05,"kcf",null,null,null,null,"% Between Floor/Ceiling",{"$f":"IFERROR(((AO8-AO10)/(AO11-AO10)),0)","v":0},{"$f":"IFERROR(((AP8-AP10)/(AP11-AP10)),0)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8,"Distance to First Stringer from edge of deck (ft):",{"$f":"'Steel Cap'!M26","v":0},{"$f":"'Steel Cap (2)'!M26","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS9,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction",null,null,null,null,"Select","1\" in 14\"","1/4 pile diameter",1.1000000000000001,1600,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E13","v":"Steel Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F13","v":0},{"$f":"'Dead Load Calcs and Tables'!G13","v":0},{"$f":"'Dead Load Calcs and Tables'!H13","v":0},{"$f":"'Dead Load Calcs and Tables'!I13","v":0},{"$f":"'Dead Load Calcs and Tables'!J13","v":0},{"$f":"'Dead Load Calcs and Tables'!K13","v":0},null,null,"Soil (Light)",0.1,"kcf",null,null,null,null,"Floor",{"$f":"IFERROR(FLOOR(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(FLOOR(AP8,2.5),\"-\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,9,"Stringer Spacing (in):",{"$f":"'Steel Cap'!M27","v":0},{"$f":"'Steel Cap (2)'!M27","v":0},{"$f":"'Timber Cap'!K21","v":0},{"$f":"'Timber Cap (2)'!K21","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS10,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000},null,null,null,null,null,null,"No. 1","1\" in 11\"","1/3 pile diameter",0.92,1600,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E14","v":"Timber Deck"},{"$f":"'Dead Load Calcs and Tables'!F14","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G14","v":0},{"$f":"'Dead Load Calcs and Tables'!H14","v":0},{"$f":"'Dead Load Calcs and Tables'!I14","v":0},{"$f":"'Dead Load Calcs and Tables'!J14","v":0},{"$f":"'Dead Load Calcs and Tables'!K14","v":0},null,null,"Soil (Medium)",0.11,"kcf",null,null,null,null,"Ceiling",{"$f":"IFERROR(CEILING(AO8,2.5),\"-\")","v":0},{"$f":"IFERROR(CEILING(AP8,2.5),\"-\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,"Cap Length (ft):",{"$f":"'Steel Cap'!E28","v":0},{"$f":"'Steel Cap (2)'!E28","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS11,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,"Pile Descr:",null,null,null,null,null,null,null,"No. 2","1\" in 8\"","1/2 pile diameter",0.72,1400,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E15","v":"Timber Deck (2)"},{"$f":"'Dead Load Calcs and Tables'!F15","v":0},{"$f":"'Dead Load Calcs and Tables'!G15","v":0},{"$f":"'Dead Load Calcs and Tables'!H15","v":0},{"$f":"'Dead Load Calcs and Tables'!I15","v":0},{"$f":"'Dead Load Calcs and Tables'!J15","v":0},{"$f":"'Dead Load Calcs and Tables'!K15","v":0},null,null,"Soil (Heavy)",0.12,"kcf",null,null,null,null,"Nearest",{"$f":"IFERROR(IF(((AO11-AO8)>(AO8-AO10)),AO10,AO11),\"-\")","v":0},{"$f":"IFERROR(IF(((AP11-AP8)>(AP8-AP10)),AP10,AP11),\"-\")","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,"Cap Weight (klf):",{"$f":"'Steel Cap'!E29","v":0},{"$f":"'Steel Cap (2)'!E29","v":0},{"$f":"'Timber Cap'!K23","v":0},{"$f":"'Timber Cap (2)'!K23","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS12,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"***Standard grading rules for southern pine lumber, southern pine inspection bureau, sections 405-407 and table 4, 1991.",null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E16","v":0},{"$f":"'Dead Load Calcs and Tables'!F16","v":0},{"$f":"'Dead Load Calcs and Tables'!G16","v":0},{"$f":"'Dead Load Calcs and Tables'!H16","v":0},{"$f":"'Dead Load Calcs and Tables'!I16","v":0},{"$f":"'Dead Load Calcs and Tables'!J16","v":0},{"$f":"'Dead Load Calcs and Tables'!K16","v":0},null,null,"Gravel",0.125,"kcf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,"Cap Moment of Inertia (in4):",{"$f":"'Steel Cap'!E25","v":""},{"$f":"'Steel Cap (2)'!E25","v":""},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS13,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Deck Inputs",null,null,null,null,null,null,null,null,null,null,null,null,"Effective Length \"K\" Diagram",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,null,null,null,"Span Round Up",null,"Span Round Down",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,"Deck Module:",{"$f":"'Steel Cap'!K17","v":0},{"$f":"'Steel Cap (2)'!K17","v":0},{"$f":"'Timber Cap'!I18","v":0},{"$f":"'Timber Cap (2)'!I18","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS14,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,null,null,null,null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS15,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"DATA INPUT TABLE",null,null,null,null,"DEAD LOAD CALCS",null,null,null,null,null,null,null,null,null,"Timber Condition (Cap) ***/###","Bending","Shear",null,null,null,null,"Superstructure Dead Loads",null,null,null,null,null,"Cap Dead Loads",null,null,null,null,null,null,null,"All values based upon HS Truck Rating Factors per Wheel loads, and span configurations.",null,"Table Span 1 Description (Round Up)","Table Span 2 Description (Round Up)","Table Span 1 Description (Round Down)","Table Span 2 Description (Round Down)",{"$f":"IF(AND($AN$38=\"Yes\",$E$28<20),\"OUTSIDE CONTINOUS BOUNDS\",\"\")","v":""},{"$f":"IF(AND($AN$38=\"Yes\",$E$28<20),\"OUTSIDE CONTINOUS BOUNDS\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,"Superstructure Module:",{"$f":"'Steel Cap'!K23","v":0},{"$f":"'Steel Cap (2)'!K23","v":0},{"$f":"'Timber Cap'!I20","v":0},{"$f":"'Timber Cap (2)'!I20","v":0},{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS16,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile ID Number:",null,null,null,null,"Effective Deck Length for Dead Loads (ft):",null,null,null,{"$f":"IF(E26=\"Int. Bent\",((E27+E28)/2),E27/2)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure Name","Total Stringer Weight (klf)","Stringer Spacing\n(in)","LLDF","LL Impact",null,"Substructure Name","Material Unit Weight (kcf)","Cap Width (in)","Cap Height (in)","Cap Weight (klf)","Cap Moment of Inertia (in4)","Cap Length (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,"Cap Module:","Steel Cap","Steel Cap","Timber Cap","Timber Cap",{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS17,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Interior or Exterior Pile:",null,null,null,null,"Effective Tributary Deck Width for Dead Loads (ft):",null,null,null,{"$f":"IF(E18=\"Interior\",((E19+E20)/2),(E19/2+E20))","v":0},null,null,null,null,null,"Good",1.6,0.16500000000000001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E27<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND(AN38=\"No\",E27<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AN19)))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E28<5),\"5_5\",IF(AND(AN38=\"No\",E28<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$28<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$28>100),\"100_100\",AO19)))))","v":"0_0"},{"$f":"IF(AND(AN8=\"Abutment\",AN38=\"No\",E27<5),\"0_5\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E27<5),\"5_5\",IF(AND(AN38=\"No\",E27<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$27<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$27>100),\"100_100\",AP19)))))","v":"0_0"},{"$f":"IF(AN8=\"Abutment\",\"-\",IF(AND(AN8=\"Int. Bent\",AN38=\"No\",E28<5),\"5_5\",IF(AND(AN38=\"No\",E28<5),\"0_5\",IF(AND($AN$38=\"Yes\",$E$28<5),\"5_5\",IF(AND($AN$38=\"Yes\",$E$28>100),\"100_100\",AQ19)))))","v":"0_0"},{"$f":"IF(AR16=\"\",\"\",\"<<<USE\")","v":""},{"$f":"IF(AS16=\"\",\"\",\"<<<USE\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,"Number of Piles:",{"$f":"'Steel Cap'!M29","v":0},{"$f":"'Steel Cap (2)'!M29","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS18,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,{"$f":"IF(E18=\"Interior\",\"Interior Pile Spacing - 1 (ft):\",\"Exterior Pile Spacing (ft):\")","v":"Exterior Pile Spacing (ft):"},null,null,null,null,"Deck Type:",null,"",null,null,null,null,null,null,null,"Fair",1.2,0.125,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E22","v":"Steel Stringer (Simple)"},{"$f":"'Dead Load Calcs and Tables'!$M$22","v":0},{"$f":"'Dead Load Calcs and Tables'!G22","v":0},{"$f":"'Dead Load Calcs and Tables'!H22","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I22","v":1.3},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(E26=\"Abutment\",\"0\"&\"_\"&CEILING(E27,2.5),CEILING(E27,2.5)&\"_\"&CEILING(E27,2.5))","v":"0_0"},{"$f":"IF(E26=\"Abutment\",\"-\",CEILING(E28,2.5)&\"_\"&CEILING(E28,2.5))","v":"0_0"},{"$f":"IF(E26=\"Abutment\",\"0\"&\"_\"&FLOOR(E27,2.5),FLOOR(E27,2.5)&\"_\"&FLOOR(E27,2.5))","v":"0_0"},{"$f":"IF(E26=\"Abutment\",\"-\",FLOOR(E28,2.5)&\"_\"&FLOOR(E28,2.5))","v":"0_0"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,18,"Distance to First Pile from Edge of Cap (ft):",{"$f":"'Steel Cap'!M30","v":0},{"$f":"'Steel Cap (2)'!M30","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS19,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,{"$f":"IF(E18=\"Interior\",\"Interior Pile Spacing - 2 (ft):\",\"Wheel Load Overhang Distance* (ft):\")","v":"Wheel Load Overhang Distance* (ft):"},null,null,null,null,"Deck+Fill+Wear. Surface (ksf):",null,null,null,"",null,null,null,null,null,"Poor",0.8,0.08,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E23","v":"Steel Stringer (Simple) (2)"},{"$f":"'Dead Load Calcs and Tables'!$M$23","v":0},{"$f":"'Dead Load Calcs and Tables'!G23","v":0},{"$f":"'Dead Load Calcs and Tables'!H23","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I23","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,"Pile Bay Spacings:",null,null,null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS20,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Height (ft):",null,null,null,null,"Superstructure Type:",null,"",null,null,null,null,null,null,null,"*** *** The allowable bending stress and allowable shear stress recommendations are for seasoned and pressured treated southern pine. Reduce these values 25% for untreated timber.",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E24","v":"Steel Stringer (Continuous)"},"-",{"$f":"'Dead Load Calcs and Tables'!G24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H24","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I24","v":"-"},null,{"$f":"'Dead Load Calcs and Tables'!E38","v":"Concrete Substructure"},{"$f":"'Dead Load Calcs and Tables'!F38","v":0},{"$f":"'Dead Load Calcs and Tables'!G38","v":0},{"$f":"'Dead Load Calcs and Tables'!H38","v":0},{"$f":"'Dead Load Calcs and Tables'!I38","v":0},{"$f":"'Dead Load Calcs and Tables'!J38","v":0},{"$f":"'Dead Load Calcs and Tables'!K38","v":0},null,"Continuity is not considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,"Bay 1",{"$f":"'Steel Cap'!Q30","v":0},{"$f":"'Steel Cap (2)'!Q30","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS21,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Diameter (in):",null,null,null,null,"Superstructure Member Spacing (in):",null,null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E25","v":"Continuous Stringer (Span 1)"},{"$f":"'Dead Load Calcs and Tables'!$M$25","v":0},{"$f":"'Dead Load Calcs and Tables'!G25","v":0},{"$f":"'Dead Load Calcs and Tables'!H25","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I25","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E39","v":"Timber Cap"},{"$f":"'Dead Load Calcs and Tables'!F39","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G39","v":0},{"$f":"'Dead Load Calcs and Tables'!H39","v":0},{"$f":"'Dead Load Calcs and Tables'!I39","v":0},{"$f":"'Dead Load Calcs and Tables'!J39","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K39","v":"-"},null,"Span 1 Round Up",null,{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AN$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21,"Bay 2",{"$f":"'Steel Cap'!Q31","v":0},{"$f":"'Steel Cap (2)'!Q31","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS22,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Section Loss (%):",null,null,null,null,"Superstructure Member Weight (klf):",null,null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E26","v":"Continuous Stringer (Span 2)"},{"$f":"'Dead Load Calcs and Tables'!$M$26","v":0},{"$f":"'Dead Load Calcs and Tables'!G26","v":0},{"$f":"'Dead Load Calcs and Tables'!H26","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I26","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E40","v":"Timber Cap (2)"},{"$f":"'Dead Load Calcs and Tables'!F40","v":0.05},{"$f":"'Dead Load Calcs and Tables'!G40","v":0},{"$f":"'Dead Load Calcs and Tables'!H40","v":0},{"$f":"'Dead Load Calcs and Tables'!I40","v":0},{"$f":"'Dead Load Calcs and Tables'!J40","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!K40","v":"-"},null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,22,"Bay 3",{"$f":"'Steel Cap'!Q32","v":0},{"$f":"'Steel Cap (2)'!Q32","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS23,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Unit Weight (kcf):",null,null,{"$f":"AH9","v":0.05},null,"Cap Type:",null,"",null,null,null,null,null,null,null,"### The values for shear include a 50% increase permitted by Article 3.4.4.2 © of the National Design Specification for Wood Construction, 1982 Edition.",null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E27","v":"Continuous Stringer (Span 3)"},{"$f":"'Dead Load Calcs and Tables'!$M$27","v":0},{"$f":"'Dead Load Calcs and Tables'!G27","v":0},{"$f":"'Dead Load Calcs and Tables'!H27","v":""},{"$f":"'Dead Load Calcs and Tables'!I27","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E41","v":"Steel Cap"},{"$f":"'Dead Load Calcs and Tables'!F41","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H41","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I41","v":0},{"$f":"'Dead Load Calcs and Tables'!J41","v":""},{"$f":"'Dead Load Calcs and Tables'!K41","v":0},null,"Span 1 Round Down",null,{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($AP$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE)","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,"Bay 4",{"$f":"'Steel Cap'!Q33","v":0},{"$f":"'Steel Cap (2)'!Q33","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS24,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Pile Condition",null,null,null,null,"Cap Weight (klf):",null,null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E28","v":"Continuous Stringer (Span 4)"},{"$f":"'Dead Load Calcs and Tables'!$M$28","v":0},{"$f":"'Dead Load Calcs and Tables'!G28","v":0},{"$f":"'Dead Load Calcs and Tables'!H28","v":""},{"$f":"'Dead Load Calcs and Tables'!I28","v":1.3},null,{"$f":"'Dead Load Calcs and Tables'!E42","v":"Steel Cap (2)"},{"$f":"'Dead Load Calcs and Tables'!F42","v":0.49},{"$f":"'Dead Load Calcs and Tables'!G42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H42","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I42","v":0},{"$f":"'Dead Load Calcs and Tables'!J42","v":""},{"$f":"'Dead Load Calcs and Tables'!K42","v":0},null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$664:$N$741,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,"Bay 5",{"$f":"'Steel Cap'!Q34","v":0},{"$f":"'Steel Cap (2)'!Q34","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS25,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Abutment or Int. Bent",null,null,null,null,"Total Dead Load (ksf):",null,null,null,{"$f":"IF(I21=\"Concrete Slab\",(K20+K25/K17),(K25/K17+K23/(K22/12)+K20))","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E29","v":"Continuous Stringer (Span 5)"},{"$f":"'Dead Load Calcs and Tables'!$M$29","v":0},{"$f":"'Dead Load Calcs and Tables'!G29","v":0},{"$f":"'Dead Load Calcs and Tables'!H29","v":""},{"$f":"'Dead Load Calcs and Tables'!I29","v":1.3},null,null,null,null,null,null,null,null,null,"Min",null,{"$f":"MIN(AN22:AN25)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25,"Bay 6",{"$f":"'Steel Cap'!Q35","v":0},{"$f":"'Steel Cap (2)'!Q35","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS26,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Adjacent Span Length 1 (ft):",null,null,null,null,"MISC. PILE ANALYSIS PROPERTIES**",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E30","v":"Steel Floorbeam"},{"$f":"'Dead Load Calcs and Tables'!$M$30","v":0},{"$f":"'Dead Load Calcs and Tables'!G30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!H30","v":"-"},{"$f":"'Dead Load Calcs and Tables'!I30","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,26,"Bay 7",{"$f":"'Steel Cap'!Q37","v":0},{"$f":"'Steel Cap (2)'!Q37","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS27,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Adjacent Span Length 2 (ft):",null,null,null,null,"Wheel Line Distribution Factor, DF:",null,null,null,{"$f":"R30","v":0},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E31","v":"Steel Girder (Simple) - GFS"},{"$f":"'Dead Load Calcs and Tables'!$M$31","v":{"$error":"#DIV/0!"}},{"$f":"'Dead Load Calcs and Tables'!G31","v":0},{"$f":"'Dead Load Calcs and Tables'!H31","v":"More info needed"},{"$f":"'Dead Load Calcs and Tables'!I31","v":1.3},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,"Bay 8",{"$f":"'Steel Cap'!Q38","v":0},{"$f":"'Steel Cap (2)'!Q38","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS28,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Effective Length \"K\" Factor:",null,null,null,null,"Timber Grade:",null,null,null,"No. 1",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Dead Load Calcs and Tables'!E32","v":"Timber Stringer"},{"$f":"'Dead Load Calcs and Tables'!$M$32","v":0},{"$f":"'Dead Load Calcs and Tables'!G32","v":0},{"$f":"'Dead Load Calcs and Tables'!H32","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I32","v":1.3},null,null,null,null,null,null,null,null,null,"Continuity is considered",null,"SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,"Bay 9",{"$f":"'Steel Cap'!Q39","v":0},{"$f":"'Steel Cap (2)'!Q39","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS29,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Method for Subsurface Capacity:",null,null,null,null,"Modulus of Elasticity, E (ksi):",null,null,null,1600,null,"< Standard value is 1600 ksi based upon Southern Pine with a moisture content of 19%.",null,null,null,"Distribution Factor",{"$f":"IF(AND(E18=\"Interior\",K8=1),MAX(U39:U40),IF(AND(E18=\"Interior\",K8>1),MAX(U41:U46),IF(AND(E18=\"Exterior\",K8=1),MAX(U47:U50),IF(AND(E18=\"Exterior\",K8>1),MAX(U51:U58),0))))","v":0},"Distribution Factor",null,{"$f":"R30","v":0},null,null,{"$f":"'Dead Load Calcs and Tables'!E33","v":"Timber Stringer (2)"},{"$f":"'Dead Load Calcs and Tables'!$M$33","v":0},{"$f":"'Dead Load Calcs and Tables'!G33","v":0},{"$f":"'Dead Load Calcs and Tables'!H33","v":{"$error":"#N/A"}},{"$f":"'Dead Load Calcs and Tables'!I33","v":1.3},null,null,null,null,null,null,null,null,null,"Span 1 Round Up",null,{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AN$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,"Bay 10",{"$f":"'Steel Cap'!Q40","v":0},{"$f":"'Steel Cap (2)'!Q40","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS30,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Superstructure Material Type:",null,null,null,null,"Allowable Compression Stress, Fc (ksi):",null,null,null,{"$f":"IF(K29=\"Select\", 1.1, IF(K29=\"No. 1\", 0.92,0.72))","v":0.92},null,null,null,null,null,"Compression Analysis (Wheel Load)",null,"Compresssion Analysis (Lane Load - Wheel Load)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span 2 Round Up",null,{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AO$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,"Bay 11",{"$f":"'Steel Cap'!Q41","v":0},{"$f":"'Steel Cap (2)'!Q41","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS31,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Is Superstructure Continuous Over Pile:",null,null,null,null,"Subsurface Capacity, PALL (k):",null,null,null,{"$f":"E22*4","v":0},null,"< If PALL Subsurface Capacity is unknown, 4 kips per inch of pile diameter is reasonable assumption",null,null,null,"H15 Reaction (k):",{"$f":"W75","v":"Span Needed"},"H15 Reaction (k):",null,{"$f":"IF(K17=0,\"Span Needed\",S3)","v":"Span Needed"},null,null,"Allowable Bending Stress, Fb (ksi):",null,null,null,{"$f":"IF(E25=\"Good\",1.6,IF(E25=\"Fair\",1.2,0.8))","v":0.8},null,"Timber Bridge Design, Construction, Inspection, and Maintenance: \nTable 5-13. - Effective buckling length factor, Ke",null,null,null,null,null,null,null,"Span 1 Round Down",null,{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AP$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,31,"Bay 12",{"$f":"'Steel Cap'!Q42","v":0},{"$f":"'Steel Cap (2)'!Q42","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS32,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,{"$f":"IF(B20=\"Wheel Load Overhang Distance* (ft):\",\"*Wheel Load Overhang Distance is the largest distance that a wheel load is expected to travel outside the centerline of pile (min of 0')\",\"\")","v":"*Wheel Load Overhang Distance is the largest distance that a wheel load is expected to travel outside the centerline of pile (min of 0')"},null,null,null,null," Column Capacity, PALL (k):",null,null,null,{"$f":"Y43","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"HS15 Reaction (k):",{"$f":"W76","v":"Span Needed"},"HS15 Reaction (k):",null,{"$f":"IF(K17=0,\"Span Needed\",S5)","v":"Span Needed"},null,null,"Allowable Shear Stress, Fv (ksi):",null,null,null,{"$f":"IF(E25=\"Good\",0.165,IF(E25=\"Fair\",0.125,0.08))","v":0.08},null,null,null,null,null,null,null,null,null,"Span 2 Round Down",null,{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AN41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AO41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AP41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AQ41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AR41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AS41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AT41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AU41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AV41,FALSE),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($AQ$18,'Rating Factor Database'!$C$745:$N$783,AW41,FALSE),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"Bay 13",{"$f":"'Steel Cap'!Q43","v":0},{"$f":"'Steel Cap (2)'!Q43","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS33,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,null,null,null,null,null,"Net Section, PALL (k):",null,null,null,{"$f":"Y46","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min",null,{"$f":"IF(AN30=\"\",\"\",MIN(AN30:AN33))","v":""},{"$f":"IF(AO30=\"\",\"\",MIN(AO30:AO33))","v":""},"","","","","","","","",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"Bay 14",{"$f":"'Steel Cap'!Q44","v":0},{"$f":"'Steel Cap (2)'!Q44","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS34,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"IMPORT FROM CAP MODULE",null,null,null,null,"Controlling FC' (ksi):",null,null,null,{"$f":"IF(K36<=11,Y39,IF(K36>=K37,Y41,Y40))","v":{"$error":"#DIV/0!"}},null,null,null,"Timber Pile Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"Bay 15",{"$f":"'Steel Cap'!Q45","v":0},{"$f":"'Steel Cap (2)'!Q45","v":0},null,null,{"$f":"IF(OR($E$36=\"No Import\", $E$36=\"\"),\"\",INDEX($BU$2:$BX$35,BS35,MATCH($E$36,$BU$2:$BX$2,0)))","v":""}]
[null,"Cap Module:",null,null,null,null,"Slenderness Ratio, kl/d:",null,null,null,{"$f":"E29*(E21*12)/(PI()/4*E22)","v":{"$error":"#DIV/0!"}},null,null,null,"Pile Distribution Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Controlling (Interpolated)",null,{"$f":"IF($AN$38=\"Yes\",AN47,AN46)","v":{"$error":"#N/A"}},{"$f":"IF($AN$38=\"Yes\",AO47,AO46)","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,null,null,null,null,null,"Long Column Ratio, C:",null,null,null,{"$f":"0.671*(K30/K31)^0.5","v":27.982634366459436},null,null,null,null,null,null,null,null,"Wheel Line"]
[null,null,null,null,null,null,"**The Recommended values above shall be verified by the engineer and adjusted if necessary.",null,null,null,null,null,null,null,"Equation","Pile Type","# of Lanes","S1 or (S + OH)","S2 or OH","Dist. Factor (DF)","Controlling DF",null,null,"Pile Analysis",null,null,null,null,null,null,null,null,null,null,null,null,null,"Consider Continuity?",null,{"$f":"IF(E26=\"Abutment\",\"N/A\",IF(E31=\"\",\"N/A\",IF(OR(E31=\"Timber\",E31=\"Mixed\"),\"No\",E32)))","v":"N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-19","Interior",1,{"$f":"(Q60<=6)","v":true},{"$f":"(Q61<=Q60)","v":true},1,{"$f":"IF(AND(R39=TRUE,S39=TRUE),T39,0)","v":1},null,null,"FC' (1) ",{"$f":"K31","v":0.92},"< use if (kl/d) is less than or equal to 11"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-20","Interior",1,{"$f":"(Q60>6)","v":false},{"$f":"(Q61<=Q60)","v":true},{"$f":"1+(Q60-6)/Q60","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R40=TRUE,S40=TRUE),T40,0)","v":0},null,null,"FC' (2) ",{"$f":"K31*(1-0.33*((K36/K37)^4))","v":{"$error":"#DIV/0!"}},"< use if (kl/d) is greater than 11 and less than \"C\"",null,null,null,null,null,null,null,null,null,null,null,"Span(ft) Truck","HS20","SU4","SU5","SU6","SU7","EV2","EV3","Type 3","Type 3-S2","Type 3-3","NRL"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-19","Interior",2,{"$f":"(Q60<=4)","v":true},{"$f":"Q61<=Q60","v":true},1,{"$f":"IF(AND(R41=TRUE,S41=TRUE),T41,0)","v":1},null,null,"FC' (3) ",{"$f":"0.3*K30/(K36*K36)","v":{"$error":"#DIV/0!"}},"< use if (kl/d) is greater than or equal to \"C\"",null,null,null,null,null,null,null,null,null,null,null,1,2,3,4,5,6,7,8,9,10,11,12]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-21","Interior",2,{"$f":"AND(10>=Q60,Q60>4)","v":false},{"$f":"Q61<=6","v":true},{"$f":"1+(Q60-4)/Q60","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R42=TRUE,S42=TRUE),T42,0)","v":0},null,null,"AG (in2):",{"$f":"E22*E22*PI()/4","v":0}]
[null,"Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-22","Interior",2,{"$f":"AND(10>=Q60,Q60>4)","v":false},{"$f":"AND(Q60>=Q61,Q61>6)","v":false},{"$f":"1+(Q60-4)/Q60+(Q61-6)/Q61","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R43=TRUE,S43=TRUE),T43,0)","v":0},null,null," Column Capacity, PALL (k):",{"$f":"K35*Y42","v":{"$error":"#DIV/0!"}},"kips"]
[]
[null,"Compression Analysis",null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-23","Interior",2,{"$f":"Q60>10","v":false},{"$f":"Q61<=6","v":true},{"$f":"1+(2*Q60-14)/Q60","v":{"$error":"#DIV/0!"}},{"$f":"IF(AND(R45=TRUE,S45=TRUE),T45,0)","v":0},null,null,"Subsurface Capacity, PALL (k):",{"$f":"K32","v":0},"kips",null,null,null,null,null,null,null,null,null,null,null,"Interpolated Values:","Interpolated Values:","SU4","SU5","SU6","SU7","EV2","EV3","TYPE 3","TYPE 3S2","TYPE 3-3","NRL"]
[null,"Max H15 Reaction (k):",null,null,{"$f":"IFERROR(IF(K17=0,\"\",MAX(R32)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-24","Interior",2,{"$f":"Q60>10","v":false},{"$f":"AND(Q60>=Q61,Q61>6)","v":false},{"$f":"1+(2*Q60-14)/Q60+(Q61-6)/Q61","v":{"$error":"#DIV/0!"}},0,null,null,"Net Section, PALL (k):",{"$f":"K31*Y42*(1-E23)","v":0},"kips",null,null,null,null,null,null,null,null,null,null,null,"Continuity is not considered",null,{"$f":"IF(AN25<=AN24,(((AN23-AN25)*$AP$9)+AN25),(((AN22-AN24)*$AO$9)+AN24))","v":{"$error":"#N/A"}},{"$f":"IF(AO25<=AO24,(((AO23-AO25)*$AP$9)+AO25),(((AO22-AO24)*$AO$9)+AO24))","v":{"$error":"#N/A"}},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"},{"$error":"#N/A"}]
[null,"Max HS15 Reaction (k):",null,null,{"$f":"IFERROR(IF(K17=0,\"\",MAX(R33)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-19","Exterior",1,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63=0","v":true},1,1,null,null,"Controlling PALL (k)",{"$f":"MIN(Y43:Y46)","v":{"$error":"#DIV/0!"}},"kips",null,null,null,null,null,null,null,null,null,null,null,"Continuity is considered",null,{"$f":"IF(AN33<=AN32,(((AN31-AN33)*$AP$9)+AN33),(((AN30-AN32)*$AO$9)+AN32))","v":{"$error":"#VALUE!"}},{"$f":"IF(AO33<=AO32,(((AO31-AO33)*$AP$9)+AO33),(((AO30-AO32)*$AO$9)+AO32))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,"Pile Capacity, PALL (k):",null,null,{"$f":"IFERROR((MIN(Y43:Y46)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-25","Exterior",1,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63>0","v":false},{"$f":"(Q62+Q63)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"PDL (k)",{"$f":"K18*K17*K26","v":{"$error":"#VALUE!"}},"Kips"]
[null,"PDL (k):",null,null,{"$f":"IFERROR((K18*K17*K26),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-20","Exterior",1,{"$f":"(Q62+Q63)>6","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(Q62-6)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"RLL (H15) (k)",{"$f":"W75","v":"Span Needed"}]
[null,"[Max H15] - PLL (k):",null,null,{"$f":"IFERROR((E46*K28),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-26","Exterior",1,{"$f":"(Q62+Q63)>6","v":false},{"$f":"Q63>0","v":false},{"$f":"2*(Q62+Q63-3)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"RLL (HS15) (k)",{"$f":"W76","v":"Span Needed"}]
[null,"IR (H15):",null,null,{"$f":"IFERROR((15*(E48-E49)/E50),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-19","Exterior",2,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63=0","v":true},1,1,null,null,"PLL (H15) (k)",{"$f":"Y49*R30","v":{"$error":"#VALUE!"}}]
[null,"IR (HS15):",null,null,{"$f":"IFERROR((E51*(E46/E47)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-25","Exterior",2,{"$f":"(Q62+Q63)<=6","v":true},{"$f":"Q63>0","v":false},{"$f":"(Q62+Q63)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"IR (H15)",{"$f":"15*(Y47-Y48)/Y51","v":{"$error":"#DIV/0!"}}]
[null,"OR (H15):",null,null,{"$f":"IFERROR((15*(1.25*E48-E49)/E50),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-20","Exterior",2,{"$f":"AND(10>=(Q62+Q63),(Q62+Q63)>6)","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(Q62-6)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"IR (HS15)",{"$f":"Y52*(Y49/Y50)","v":{"$error":"#DIV/0!"}}]
[null,"OR (HS15):",null,null,{"$f":"IFERROR((E53*(E46/E47)),\"\")","v":""},null,null,null,null,null,null,null,null,null,"Equation 18-26","Exterior",2,{"$f":"AND(10>=(Q62+Q63),(Q62+Q63)>6)","v":false},{"$f":"Q63>0","v":false},{"$f":"2*(Q62+Q63-3)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"OR (H15)",{"$f":"15*(1.25*Y47-Y48)/Y51","v":{"$error":"#DIV/0!"}},"< Compression Operating Rating = 0.66/0.53 = 1.25 mulitplier"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-27","Exterior",2,{"$f":"AND(16>=(Q62+Q63),(Q62+Q63)>10)","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(2*Q62-16)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,"OR (HS15)",{"$f":"Y54*(Y49/Y50)","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,"Deck List",null,"Superstructure List",null,"Cap List"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-28","Exterior",2,{"$f":"AND(16>=(Q62+Q63),(Q62+Q63)>10)","v":false},{"$f":"Q63>0","v":false},{"$f":"3*(Q62+Q63-5.33)/Q62","v":{"$error":"#DIV/0!"}},0]
[null,"Additional Notes",null,null,null,null,null,null,null,null,null,null,null,null,"Equation 18-29","Exterior",2,{"$f":"(Q62+Q63)>16","v":false},{"$f":"Q63=0","v":true},{"$f":"1+(3*Q62-32)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck",null,"Steel Stringer",null,"No Import"]
[null,null,null,null,null,null,"€ HS Ratings",null,null,null,null,null,null,null,"Equation 18-30","Exterior",2,{"$f":"(Q62+Q63)>16","v":false},{"$f":"Q63>0","v":false},{"$f":"4*(Q62+Q63-8)/Q62","v":{"$error":"#DIV/0!"}},0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Steel Deck",null,"Timber Stringer",null,"Steel Cap"]
[null,null,null,null,null,null,"HS Inventory:",null,null,{"$f":"IFERROR((E52),\"\")","v":""},{"$f":"IF(J59=\"\",\"\",J59/20)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Timber Deck",null,"Steel Girder (GFS)",null,"Steel Cap (2)"]
[null,null,null,null,null,null,"HS Operating:",null,null,{"$f":"IFERROR((E54),\"\")","v":""},{"$f":"IF(J60=\"\",\"\",J60/20)","v":""},null,null,null,"S1","=",{"$f":"MAX(E19:E20)","v":0},"S1 = Larger Adjacent Pile Spacing for Interior Piles (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Slab",null,"Concrete Girder",null,"Timber Cap"]
[null,null,null,null,null,null,"¥£ H RATING",null,null,null,null,null,null,null,"S2","=",{"$f":"MIN(E19:E20)","v":0},"S2 = Smaller Adjacent Pile Spacing for Interior Piles (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!G64:G68,'Dead Load Calcs and Tables'!G64:G68<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!G64:G68,'Dead Load Calcs and Tables'!G64:G68<>\"\"),\"\"))","v":""},null,"Prestressed Girder",null,"Timber Cap (2)"]
[null,null,null,null,null,null,"H Inventory:",null,null,{"$f":"IFERROR((E51),\"\")","v":""},{"$f":"IF(J62=\"\",\"\",J62/20)","v":""},null,null,null,"S","=",{"$f":"E19","v":0},"S = Exterior Pile Spacing for Exterior Pile (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Slab"]
[null,null,null,null,null,null,"H Operating:",null,null,{"$f":"IFERROR((E53),\"\")","v":""},{"$f":"IF(J63=\"\",\"\",J63/20)","v":""},null,null,null,"OH","=",{"$f":"IF(E18=\"Interior\",0,E20)","v":0},"OH = Wheel Line Overhange at Exterior Pile (ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\")=\"\",\"\",\"Import \"&IFERROR(_xlfn._xlws.FILTER('Dead Load Calcs and Tables'!D22:D33,'Dead Load Calcs and Tables'!D22:D33<>\"\"),\"\"))","v":""}]
[null,null,null,null,null,null,"AASHTO LEGAL LOADS RATING FACTORS"]
[null,null,null,null,null,null,"SU4 Operating:",{"$f":"IFERROR((Q83*AN36),\"\")","v":""},null,"TYPE 3:",{"$f":"IFERROR((Q83*AT36),\"\")","v":""}]
[null,null,null,null,null,null,"SU5 Operating:",{"$f":"IFERROR((Q83*AO36),\"\")","v":""},null,"TYPE 3S2:",{"$f":"IFERROR((Q83*AU36),\"\")","v":""},null,null,null,"H-15 / HS-15 Wheel Line Reactions"]
[null,null,null,null,null,null,"SU6 Operating:",{"$f":"IFERROR((Q83*AP36),\"\")","v":""},null,"TYPE 3-3:",{"$f":"IFERROR((Q83*AV36),\"\")","v":""},null,null,null,"Load Case","L1 (ft) Min","L1","L1 (ft) Max","L2 (ft) Min","L2","L2 (ft) Max","Valid?","RLL (kips)","Equation","Truck"]
[null,"€ - ","Compression Controls Ratings",null,null,null,"SU7 Operating:",{"$f":"IFERROR((Q83*AQ36),\"\")","v":""},null,"NRL:",{"$f":"IFERROR((Q83*AW36),\"\")","v":""},null,null,null,1,0,{"$f":"P76","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q68<=R68,TRUE,FALSE)","v":true},{"$f":"IF(V68=TRUE,12,\"N/A\")","v":12},"Equation 18-12","H15"]
[null,"¥ - ","Based on H-20 Rating",null,null,null,"EMERGENCY VEHICLE (EV) RATING FACTORS",null,null,null,null,null,null,null,2,14,{"$f":"P76","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q69","v":0},{"$f":"IF(Q69>P69,TRUE,FALSE)","v":false},{"$f":"IF(V69=TRUE,(12+3*(Q69-14)/Q69),\"N/A\")","v":"N/A"},"Equation 18-13","H15"]
[null,"£ - ","Compression Controls Ratings",null,null,null,"EV2 Operating:",{"$f":"IFERROR((Q83*AR36),\"\")","v":""},null,"EV3 Operating:",{"$f":"IFERROR((Q83*AS36),\"\")","v":""},null,null,null,1,0,{"$f":"P78","v":0},14,0,{"$f":"P79","v":0},{"$f":"P76","v":0},{"$f":"IF(Q70<=R70,TRUE,FALSE)","v":true},{"$f":"IF(V70=TRUE,12,\"N/A\")","v":12},"Equation 18-14","HS15"]
[null,null,null,null,null,null,"Values calculated based on Allowable Stress Method",null,null,null,null,null,null,null,3,14,{"$f":"P78","v":0},28,0,{"$f":"P79","v":0},14,{"$f":"IF(AND(Q71>14,Q71<=R71,T71<=14),TRUE,FALSE)","v":false},{"$f":"IF(V71=TRUE,(12*(2*Q71-14)/Q71),\"N/A\")","v":"N/A"},"Equation 18-15","HS15"]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION",null,null,null,null,null,null,null,null,null,null,null,null,4,14,{"$f":"P78","v":0},28,14,{"$f":"P79","v":0},{"$f":"P78","v":0},{"$f":"IF(AND(Q72>14,Q72<=28,T72>14,T72<=Q72),TRUE,FALSE)","v":false},{"$f":"IF(V72=TRUE,(12*(2*Q72-14)/Q72+3*(T72-14)/T72),\"N/A\")","v":"N/A"},"Equation 18-16","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,28,{"$f":"P78","v":0},999.99,0,{"$f":"P79","v":0},{"$f":"Q73/2","v":0},{"$f":"IF(AND(Q73>28,T73<=(Q73/2)),TRUE,FALSE)","v":false},{"$f":"IF(V73=TRUE,(12*(2*Q73-14)/Q73+3*(Q73-28)/Q73),\"N/A\")","v":"N/A"},"Equation 18-17","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,28,{"$f":"P78","v":0},999.99,{"$f":"Q74/2","v":0},{"$f":"P79","v":0},999.99,{"$f":"IF(AND(Q74>28,T74>(Q74/2)),TRUE,FALSE)","v":false},{"$f":"IF(V74=TRUE,(12*(2*Q74-14)/Q74+3*(T74-14)/T74),\"N/A\")","v":"N/A"},"Equation 18-18","HS15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max Span",{"$f":"MAX(E27:E28)","v":0},null,null,null,null,"Controlling RLL (H15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W68:W69))","v":"Span Needed"},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L1 (Case 1,2,3)",{"$f":"MAX(E27:E28)","v":0},null,null,null,null,"Controlling RLL (HS15) =",null,{"$f":"IF(P75=0,\"Span Needed\",MAX(W70:W74))","v":"Span Needed"},"kips"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L2 (Case 1,2,3)",{"$f":"MIN(E27:E28)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L1 (Case 4, 5)",{"$f":"MAX(E27:E28)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L2 (Case 4, 5)",{"$f":"MIN(E27:E28)","v":0}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Inv. RF =",null,{"$f":"Y53/20","v":{"$error":"#DIV/0!"}},"Based upon Wheel Loads Only"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"HS Truck Opr. RF =",null,{"$f":"Y55/20","v":{"$error":"#DIV/0!"}}]

{"sheet":"Concrete Superstructure","index":22,"n_rows":72,"n_cols":25,"rows_kept":72,"cut":false,"hidden":true,"merged":[[71,1,72,10],[55,1,55,4],[55,6,55,10],[56,1,56,2],[56,6,67,10],[57,1,57,2],[59,1,59,4],[60,1,60,2],[61,1,61,2],[62,1,62,2],[63,1,63,2],[65,1,65,4],[66,1,66,2],[67,1,67,2],[16,1,16,3],[18,1,18,4],[20,1,20,2],[19,1,19,2],[19,3,19,4],[20,3,20,4],[22,1,24,10],[15,13,18,21],[20,13,23,21],[8,7,8,8],[0,1,0,10],[1,1,1,10],[2,4,4,6],[6,1,6,10],[7,7,7,8],[9,7,9,8],[10,1,11,1],[10,2,11,4],[10,7,10,8],[11,7,11,10],[13,1,13,10],[15,1,15,4]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Concrete Superstructure"]
[]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"}]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"}]
[null,"Bridge Information"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction"]
[null,"Bridge Description:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000}]
[null,null,null,null,null,null,"Super. Descr:"]
[]
[null,"Deck Inputs",null,null,null,null,null,null,null,null,null,null,null,"Assumed/Assigned Note"]
[]
[null,"DATA INPUT TABLE",null,null,null,null,null,null,null,null,null,null,null,"Reinforcing steel details and bridge plans do not exist for the following concrete bridge elements. Based on the current conditions of the following structural elements of the bridge and as per TxDOT's Bridge Inspection Manual Chapter 6, Section 1 - Load Ratings, these elements may be rated for HS 20 at the Operating Level and HS 15 at the Inventory Level if the following conditions apply:"]
[null,"Item 59 Condition Rating:"]
[]
[null,"Ratings For Controlling Concrete Superstructure"]
[null,"Elements",null,"Method",null,null,null,null,null,null,null,null,null,"-Select Method-/Load Rated with a Different Software Note"]
[null,"Other",null,"Assumed",null,null,null,null,null,null,null,null,null,"This page can be used to include load rating values on the Load Rating Summary page for a concrete superstructure member that have an assumed rating, assigned rating, or ratings that were calculated using a different software. No load rating calculations are performed on this page."]
[]
[null,{"$f":"IF(OR($D$21=\"Assumed\",$D$21=\"Assigned\"),$N$16,$N$21)","v":"Reinforcing steel details and bridge plans do not exist for the following concrete bridge elements. Based on the current conditions of the following structural elements of the bridge and as per TxDOT's Bridge Inspection Manual Chapter 6, Section 1 - Load Ratings, these elements may be rated for HS 20 at the Operating Level and HS 15 at the Inventory Level if the following conditions apply:"}]
[]
[]
[]
[null,"1) The elements have been carrying unrestricted traffic for at least 4 years; and"]
[null,"2) The elements show no signs of significant distress; and"]
[null,"3) Construction details conform to specifications at the time of the estimated construction; and"]
[null,"4) Appearance of the elements indicates that the construction was performed by a competent builder."]
[]
[null,"Additionally, the assumed HS ratings can be assumed lower if the element is in fair or poor condition."]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elements","Method"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"LFR Load Factors",null,null,"-Select Element-","-Select Method-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$D$11","v":0},null,"A1 =",1.3,null,"T-Beam","Assumed"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ADTT =",{"$f":"$H$9*$H$10","v":0.01},null,"A2-INV =",2.17,null,"Pan Girder","Assigned"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"A2-OP =",1.3,null,"Slab","Load Rated with a Different Software"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.3,(1.3-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,"Prestressed Beam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.2,(1.2-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,"Reinforced Beam"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.5,(1.5-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,"Other"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min lanes =",{"$f":"$K$9","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(S46<2,1.3,IF(S40=1,S43,S45))","v":1.3}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(S46<2,1.3,IF(S40=1,S42,S44))","v":1.3}]
[]
[]
[]
[]
[]
[]
[]
[null,"H/HS Ratings",null,null,null,null,"Additional Notes"]
[null,"H"]
[null,"HS"]
[]
[null,"Specialized Hauling Vehicle (SHV) Rating Factors"]
[null,"SUVSU4:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"SUVSU5:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"SUVSU6:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"SUVSU7:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[]
[null,"Emgergency Vehicle (EV) Rating Factors"]
[null,"EV2:",null,"-",{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"EV3:",null,"-",{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[]
[]
[]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]

{"sheet":"Concrete Substructure","index":23,"n_rows":72,"n_cols":24,"rows_kept":72,"cut":false,"hidden":true,"merged":[[33,1,33,2],[34,1,34,2],[35,1,35,2],[15,1,15,4],[16,1,16,3],[18,1,20,10],[0,1,0,10],[1,1,1,10],[2,4,4,6],[6,1,6,10],[13,1,13,10],[11,7,11,10],[10,1,11,1],[10,2,11,4],[10,7,10,8],[9,7,9,8],[8,7,8,8],[7,7,7,8],[65,1,65,4],[66,1,66,2],[67,1,67,2],[71,1,72,10],[29,1,29,4],[55,1,55,4],[55,6,55,10],[56,1,56,2],[56,6,67,10],[57,1,57,2],[59,1,59,4],[60,1,60,2],[61,1,61,2],[62,1,62,2],[63,1,63,2],[32,1,32,2]]}
[null,"TBLRP-LFR Spreadsheet"]
[null,"Concrete Substructure Assumptions"]
[]
[null,null,null,null,null,null,null,"Date:",null,null,{"$f":"TODAY()","v":"2024-11-13"}]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,{"$f":"eng_initials","v":"TxDOT"}]
[null,null,null,null,null,null,null,"Version:",null,null,{"$f":"version_no","v":"4.0.5"}]
[null,"Bridge Information"]
[null,"District:",{"$f":"district","v":"Tyler (10)"},null,null,null,"AADT ®:",{"$f":"AADT","v":50},null,"# of Lanes:",{"$f":"no_lanes","v":1}]
[null,"County:",{"$f":"county","v":"Anderson (001)"},null,null,null,"Truck % (1% MIN):",{"$f":"truck_pct","v":0.01}]
[null,"Structure # :",{"$f":"struct_no","v":"CCCC-SS-SSS"},null,null,null,"EV Daily Crossing:",{"$f":"EV_crossing","v":1},null,"(1 or 10) One Direction"]
[null,"Location:",{"$f":"br_descrip","v":"xx Over xx"},null,null,null,"Year Built:",{"$f":"yr_built","v":2000}]
[null,null,null,null,null,null,"Substruct. Descr:"]
[]
[null,"Deck Inputs"]
[]
[null,"DATA INPUT TABLE"]
[null,"Substructure Condition Rating:"]
[]
[null,"Reinforcing steel details and bridge plans do not exist for the following concrete bridge elements. Based on the current conditions of the following structural elements of the bridge and as per TxDOT's Bridge Inspection Manual Chapter 6, Section 1 - Load Ratings, these elements may be rated for HS 20 at the Operating Level and HS 15 at the Inventory Level if the following conditions apply:"]
[]
[]
[]
[null,"1) The elements have been carrying unrestricted traffic for at least 4 years; and"]
[null,"2) The elements show no signs of significant distress; and"]
[null,"3) Construction details conform to specifications at the time of the estimated construction; and"]
[null,"4) Appearance of the elements indicates that the construction was performed by a competent builder."]
[]
[null,"Additionally, the assumed HS ratings can be assumed lower if the element is in fair or poor condition."]
[]
[null,"Assumed HS Inv/Opr Ratings"]
[]
[null,"Elements",null,"HS Inv","HS Opr"]
[null,"-Select Element-"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Elements"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV LIVE LOAD FACTOR",null,null,null,"LFR Load Factors",null,null,"-Select Element-"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV Crossing =",{"$f":"$D$11","v":0},null,"A1 =",1.3,null,"Concrete Cap"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ADTT =",{"$f":"$H$9*$H$10","v":0.01},null,"A2-INV =",2.17,null,"Concrete Columns"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (1 crossing) =",1.1000000000000001,null,"A2-OP =",1.3,null,"Concrete Bent Wall"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (1 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.3,(1.3-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,"Concrete Piles"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.2,(1.2-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,"Concrete Abutment"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor (10 crossing) =",{"$f":"IF(AND(S41>0,S41<1000),1.1,IF(OR(S41=0,S41>6000),1.5,(1.5-1.1)*(S41-1000)/5000+1.1))","v":1.1000000000000001},null,null,null,null,"Other (See Add. Notes)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min lanes =",{"$f":"$K$9","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV2 Operating LL Factor =",{"$f":"IF(S46<2,1.3,IF(S40=1,S43,S45))","v":1.3}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"EV3 Operating LL Factor =",{"$f":"IF(S46<2,1.3,IF(S40=1,S42,S44))","v":1.3}]
[]
[]
[]
[]
[]
[]
[]
[null,"H/HS Ratings",null,null,null,null,"Additional Notes"]
[null,"H",null,{"$f":"IFERROR((MIN(D33:D36)),\"\")","v":0},{"$f":"IFERROR((MIN(E33:E36)),\"\")","v":0}]
[null,"HS",null,{"$f":"IFERROR((MIN(D33:D36)),\"\")","v":0},{"$f":"IFERROR((MIN(E33:E36)),\"\")","v":0}]
[]
[null,"Specialized Hauling Vehicle (SHV) Rating Factors"]
[null,"SUVSU4:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"SUVSU5:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"SUVSU6:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"SUVSU7:",null,{"$f":"IFERROR(($D$58/20),\"\")","v":0},{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[]
[null,"Emergency Vehicle (EV) Rating Factors"]
[null,"EV2:",null,"-",{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[null,"EV3:",null,"-",{"$f":"IFERROR(($E$58/20),\"\")","v":0}]
[]
[]
[]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]

{"sheet":"Future Analysis Module - 1","index":24,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

{"sheet":"Future Analysis Module - 2","index":25,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

{"sheet":"Future Analysis Module - 3","index":26,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

{"sheet":"Rating Factor Database","index":27,"n_rows":783,"n_cols":33,"rows_kept":783,"cut":false,"hidden":true,"merged":[[744,1,782,1],[661,20,662,20],[742,20,743,20],[663,20,701,20],[702,20,740,20],[744,20,782,20],[643,1,658,1],[661,2,661,14],[742,2,742,14],[304,3,304,9],[306,1,605,1],[606,1,615,1],[616,1,632,1],[633,1,642,1],[663,1,701,1],[702,1,740,1]]}
[]
["SPAN","HS-20","SU4","SU5","SU6","SU7","EV2","EV3",null,"HS-20","SU4","SU5","SU6","SU7","EV3","EV2","NRL","TYPE 3","TYPE 3S2","TYPE 3-3","NRL","TYPE 3","TYPE 3S2","TYPE 3-3"]
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[null,null,null,"Rating Factor based on Moment (From above)"]
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[null,null,"100_100",1,1.3252562907735321,1.1570382424735557,1.033129904097646,0.92807727450724442,1.246493688639551,0.83411543876114502,1.4357835218093697,1.020671834625323,0.93540323641626089,0.90045592705167177,"100_100",null,null,null,null,null,null,100,71.099999999999994,53.65,61.45,68.819999999999993,76.61,57.04,85.24,49.52,69.66,76.010000000000005,78.959999999999994]

{"sheet":"Timber Prop. - Southern Pine","index":28,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

{"sheet":"TX Standard Beam Shapes Table","index":29,"n_rows":1907,"n_cols":17,"rows_kept":1907,"cut":false,"hidden":true,"merged":[[0,0,0,14]]}
["Table of AISC Shape Database Version 16.0 and Published Rolled Section Data (compliled from AISC's \"IRON AND STEEL BEAMS 1873 TO 1952\")"]
[null,"FIRST","LAST",null,"        WEB",null,"      FLANGE",null,"FILLET","     M A J O R   A X I S",null,null,"     M I N O R   A X I S",null,null,"Calculated Wt.","Wt. Used"]
["SECTION","YEAR","YEAR","AREA","DEPTH","THK","WIDTH","THK","RADIUS","Ix","Sx","Zx","Iy","Sy","ry","Based upon Area","In Reference Tables"]
["DESIGNATION","ROLLED","ROLLED","(in^2)","(in)","(in)","(in)","(in)","(in)","(in^4)","(in^3)","(in)","(in^4)","(in^3)","(in)","(lbs.)","(kips)"]
[null,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
["Circular Pipe",0,0,0,0,0,0,0,0,0,0,0,0,0,0]
["HP8X36",null,null,10.6,8.02,0.44500000000000001,8.16,0.44500000000000001,0.42,119,29.8,33.6,40.299999999999997,9.8800000000000008,1.95,{"$f":"D7*490/144","v":36.069444444444443},3.5999999999999997E-2]
["HP10X42",null,null,12.4,9.6999999999999993,0.41499999999999998,10.1,0.42,0.5,210,43.4,48.3,71.7,14.2,2.41,{"$f":"D8*490/144","v":42.194444444444443},4.2000000000000003E-2]
["HP10X57",null,null,16.7,9.99,0.56499999999999995,10.199999999999999,0.56499999999999995,0.56000000000000005,294,58.8,66.5,101,19.7,2.4500000000000002,56.826388888888886,5.7000000000000002E-2]
["HP12X53",null,null,15.5,11.8,0.435,12,0.435,0.61,393,66.7,74,127,21.1,2.86,52.743055555555557,5.2999999999999999E-2]
["HP12X63",null,null,18.399999999999999,11.9,0.51500000000000001,12.1,0.51500000000000001,0.69500000000000006,472,79.099999999999994,88.3,153,25.3,2.88,62.611111111111114,6.3E-2]
["HP12X74",null,null,21.8,12.1,0.60499999999999998,12.2,0.61,0.67500000000000004,569,93.8,105,186,30.4,2.92,74.180555555555557,7.3999999999999996E-2]
["HP12X84",null,null,24.6,12.3,0.68500000000000005,12.3,0.68500000000000005,0.51500000000000001,650,106,120,213,34.6,2.94,83.708333333333329,8.4000000000000005E-2]
["HP12X89",null,null,25.9,12.4,0.72,12.3,0.72,0.66,693,112,127,224,36.4,2.94,88.131944444444443,8.8999999999999996E-2]
["HP14X73",null,null,21.4,13.6,0.505,14.6,0.505,0.625,729,107,118,261,35.799999999999997,3.49,72.819444444444443,7.2999999999999995E-2]
["HP14X89",null,null,26.1,13.8,0.61499999999999999,14.7,0.61499999999999999,0.72,904,131,146,326,44.3,3.53,88.8125,8.8999999999999996E-2]
["HP14X102",null,null,30.1,14,0.70499999999999996,14.8,0.70499999999999996,0.55000000000000004,1050,150,169,380,51.4,3.56,102.42361111111111,0.10199999999999999]
["HP14X117",null,null,34.4,14.2,0.80500000000000005,14.9,0.80500000000000005,0.56000000000000005,1220,172,194,443,59.5,3.59,117.05555555555556,0.11700000000000001]
["HP16X88",null,null,25.8,15.3,0.54,15.7,0.54,1.19,1110,145,161,349,44.5,3.68,87.791666666666671,8.7999999999999995E-2]
["HP16X101",null,null,29.9,15.5,0.625,15.8,0.625,1.21,1300,168,187,412,52.2,3.71,101.74305555555556,0.10100000000000001]
["HP16X121",null,null,35.799999999999997,15.8,0.75,15.9,0.75,1.17,1590,201,226,504,63.4,3.75,121.81944444444444,0.121]
["HP16X141",null,null,41.7,16,0.875,16,0.875,1.2,1870,234,264,599,74.900000000000006,3.79,141.89583333333334,0.14099999999999999]
["HP16X162",null,null,47.7,16.3,1,16.100000000000001,1,1.24,2190,269,306,697,86.6,3.82,162.3125,0.16200000000000001]
["HP16X183",null,null,54.1,16.5,1.1299999999999999,16.3,1.1299999999999999,1.21,2510,304,349,818,100,3.89,184.09027777777777,0.183]
["HP18X135",null,null,39.9,17.5,0.75,17.8,0.75,1.17,2200,251,281,706,79.3,4.21,135.77083333333334,0.13500000000000001]
["HP18X157",null,null,46.2,17.7,0.87,17.899999999999999,0.87,1.155,2570,290,327,833,93.1,4.25,157.20833333333334,0.157]
["HP18X181",null,null,53.2,18,1,18,1,1.24,3020,336,379,974,108,4.28,181.02777777777777,0.18099999999999999]
["HP18X204",null,null,60.2,18.3,1.1299999999999999,18.100000000000001,1.1299999999999999,1.1850000000000001,3480,380,433,1120,124,4.3099999999999996,204.84722222222223,0.20399999999999999]
["S3X5.7",null,null,1.66,3,0.17,2.33,0.26,0.1,2.5,1.67,1.94,0.44700000000000001,0.38300000000000001,0.51800000000000002,5.6486111111111112,5.7000000000000002E-3]
["S3X7.5",null,null,2.2000000000000002,3,0.34899999999999998,2.5099999999999998,0.26,0.1,2.91,1.94,2.35,0.57799999999999996,0.46100000000000002,0.51300000000000001,7.4861111111111107,7.4999999999999997E-3]
["S4X7.7",null,null,2.2599999999999998,4,0.193,2.66,0.29299999999999998,0.14499999999999999,6.05,3.03,3.5,0.748,0.56200000000000006,0.57599999999999996,7.6902777777777764,7.7000000000000002E-3]
["S4X9.5",null,null,2.79,4,0.32600000000000001,2.8,0.29299999999999998,0.11,6.76,3.38,4.04,0.88700000000000001,0.63500000000000001,0.56399999999999995,9.4937499999999986,9.4999999999999998E-3]
["S5X10",null,null,2.93,5,0.214,3,0.32600000000000001,0.19,12.3,4.9000000000000004,5.66,1.19,0.79500000000000004,0.63800000000000001,9.97013888888889,0.01]
["S6X12.5",null,null,3.66,6,0.23200000000000001,3.33,0.35899999999999999,0.15,22,7.34,8.4499999999999993,1.8,1.08,0.70199999999999996,12.454166666666667,1.2500000000000001E-2]
["S6X17.25",null,null,5.05,6,0.46500000000000002,3.57,0.35899999999999999,0.14000000000000001,26.2,8.74,10.5,2.29,1.28,0.67300000000000004,17.184027777777779,1.7250000000000001E-2]
["S8X18.4",null,null,5.4,8,0.27100000000000002,4,0.42499999999999999,0.22,57.5,14.4,16.5,3.69,1.84,0.82699999999999996,18.375,1.84E-2]
["S8X23",null,null,6.76,8,0.441,4.17,0.42499999999999999,0.21,64.7,16.2,19.2,4.2699999999999996,2.0499999999999998,0.79500000000000004,23.00277777777778,2.3E-2]
["S10X25.4",null,null,7.45,10,0.311,4.66,0.49099999999999999,0.18,123,24.6,28.3,6.73,2.89,0.95,25.350694444444443,2.5399999999999999E-2]
["S10X35",null,null,10.3,10,0.59399999999999997,4.9400000000000004,0.49099999999999999,0.25,147,29.4,35.4,8.3000000000000007,3.36,0.89900000000000002,35.048611111111114,3.5000000000000003E-2]
["S12X31.8",null,null,9.31,12,0.35,5,0.54400000000000004,0.17,217,36.200000000000003,41.8,9.33,3.73,1,31.679861111111116,3.1800000000000002E-2]
["S12X35",null,null,10.199999999999999,12,0.42799999999999999,5.08,0.54400000000000004,0.18,228,38.1,44.6,9.84,3.88,0.98,34.708333333333336,3.5000000000000003E-2]
["S12X40.8",null,null,11.9,12,0.46200000000000002,5.25,0.65900000000000003,0.2,270,45.1,52.7,13.5,5.13,1.06,40.493055555555557,4.0799999999999996E-2]
["S12X50",null,null,14.7,12,0.68700000000000006,5.48,0.65900000000000003,0.25,303,50.6,60.9,15.6,5.69,1.03,50.020833333333336,0.05]
["S15X42.9",null,null,12.6,15,0.41099999999999998,5.5,0.622,0.28000000000000003,446,59.4,69.2,14.3,5.19,1.06,42.875,4.2900000000000001E-2]
["S15X50",null,null,14.7,15,0.55000000000000004,5.64,0.622,0.28000000000000003,485,64.7,77,15.6,5.53,1.03,50.020833333333336,0.05]
["S18X54.7",null,null,16,18,0.46100000000000002,6,0.69099999999999995,0.24,801,89,104,20.7,6.91,1.1399999999999999,54.444444444444443,5.4700000000000006E-2]
["S18X70",null,null,20.5,18,0.71099999999999997,6.25,0.69099999999999995,0.255,923,103,124,24,7.69,1.08,69.756944444444443,7.0000000000000007E-2]
["S20X66",null,null,19.399999999999999,20,0.505,6.26,0.79500000000000004,0.37,1190,119,139,27.5,8.7799999999999994,1.19,66.013888888888886,6.6000000000000003E-2]
["S20X75",null,null,22,20,0.63500000000000001,6.39,0.79500000000000004,0.42,1280,128,152,29.5,9.25,1.1599999999999999,74.861111111111114,7.4999999999999997E-2]
["S20X86",null,null,25.3,20.3,0.66,7.06,0.92,0.31,1570,155,183,46.6,13.2,1.36,86.090277777777771,8.5999999999999993E-2]
["S20X96",null,null,28.2,20.3,0.8,7.2,0.92,0.28500000000000003,1670,165,198,49.9,13.9,1.33,95.958333333333329,9.6000000000000002E-2]
["S24X80",null,null,23.5,24,0.5,7,0.87,0.32,2100,175,204,42,12,1.34,79.965277777777771,0.08]
["S24X90",null,null,26.5,24,0.625,7.13,0.87,0.38500000000000001,2250,187,222,44.7,12.5,1.3,90.173611111111114,0.09]
["S24X100",null,null,29.3,24,0.745,7.25,0.87,0.26500000000000001,2380,199,239,47.4,13.1,1.27,99.701388888888886,0.1]
["S24X106",null,null,31.1,24.5,0.62,7.87,1.0900000000000001,0.36,2940,240,279,76.8,19.5,1.57,105.82638888888889,0.106]
["S24X121",null,null,35.5,24.5,0.8,8.0500000000000007,1.0900000000000001,0.36,3160,258,306,83,20.6,1.53,120.79861111111111,0.121]
["W4X13",null,null,3.83,4.16,0.28000000000000003,4.0599999999999996,0.34499999999999997,0.26,11.3,5.46,6.28,3.86,1.9,1,13.03263888888889,1.2999999999999999E-2]
["W5X16",null,null,4.71,5.01,0.24,5,0.36,0.31,21.4,8.5500000000000007,9.6300000000000008,7.51,3,1.26,16.027083333333334,1.6E-2]
["W5X19",null,null,5.56,5.15,0.27,5.03,0.43,0.32,26.3,10.199999999999999,11.6,9.1300000000000008,3.63,1.28,18.919444444444441,1.9E-2]
["W6X12",null,null,3.55,6.03,0.23,4,0.28000000000000003,0.255,22.1,7.31,8.3000000000000007,2.99,1.5,0.91800000000000004,12.079861111111111,1.2E-2]
["W6X15",null,null,4.43,5.99,0.23,5.99,0.26,0.25,29.1,9.7200000000000006,10.8,9.32,3.11,1.45,15.074305555555554,1.4999999999999999E-2]
["W6X16",null,null,4.74,6.28,0.26,4.03,0.40500000000000003,0.24,32.1,10.199999999999999,11.7,4.43,2.2000000000000002,0.96699999999999997,16.129166666666666,1.6E-2]
["W6X20",null,null,5.87,6.2,0.26,6.02,0.36499999999999999,0.255,41.4,13.4,14.9,13.3,4.41,1.5,19.974305555555556,0.02]
["W6X25",null,null,7.34,6.38,0.32,6.08,0.45500000000000002,0.25,53.4,16.7,18.899999999999999,17.100000000000001,5.61,1.52,24.976388888888888,2.5000000000000001E-2]
["W6X8.5",null,null,2.52,5.83,0.17,3.94,0.19500000000000001,0.255,14.9,5.0999999999999996,5.73,1.99,1.01,0.89,8.5749999999999993,8.5000000000000006E-3]
["W6X9",null,null,2.68,5.9,0.17,3.94,0.215,0.25,16.399999999999999,5.56,6.23,2.2000000000000002,1.1100000000000001,0.90500000000000003,9.1194444444444454,8.9999999999999993E-3]
["W8X10",null,null,2.96,7.89,0.17,3.94,0.20499999999999999,0.3,30.8,7.81,8.8699999999999992,2.09,1.06,0.84099999999999997,10.072222222222223,0.01]
["W8X13",null,null,3.84,7.99,0.23,4,0.255,0.3,39.6,9.91,11.4,2.73,1.37,0.84299999999999997,13.066666666666666,1.2999999999999999E-2]
["W8X15",null,null,4.4400000000000004,8.11,0.245,4.0199999999999996,0.315,0.28999999999999998,48,11.8,13.6,3.41,1.7,0.876,15.108333333333336,1.4999999999999999E-2]
["W8X18",null,null,5.26,8.14,0.23,5.25,0.33,0.29499999999999998,61.9,15.2,17,7.97,3.04,1.23,17.898611111111112,1.7999999999999999E-2]
["W8X21",null,null,6.16,8.2799999999999994,0.25,5.27,0.4,0.315,75.3,18.2,20.399999999999999,9.77,3.71,1.26,20.961111111111112,2.1000000000000001E-2]
["W8X24",null,null,7.08,7.93,0.245,6.5,0.4,0.41000000000000003,82.7,20.9,23.1,18.3,5.63,1.61,{"$f":"D72*490/144","v":24.091666666666665},2.4E-2]
["W8X28",null,null,8.25,8.06,0.28499999999999998,6.54,0.46500000000000002,0.39,98,24.3,27.2,21.7,6.63,1.62,28.072916666666668,2.8000000000000001E-2]
["W8X31",null,null,9.1300000000000008,8,0.28499999999999998,8,0.435,0.42,110,27.5,30.4,37.1,9.27,2.02,31.067361111111115,3.1E-2]
["W8X35",null,null,10.3,8.1199999999999992,0.31,8.02,0.495,0.45,127,31.2,34.700000000000003,42.6,10.6,2.0299999999999998,35.048611111111114,3.5000000000000003E-2]
["W8X40",null,null,11.7,8.25,0.36,8.07,0.56000000000000005,0.41000000000000003,146,35.5,39.799999999999997,49.1,12.2,2.04,39.8125,0.04]
["W8X48",null,null,14.1,8.5,0.4,8.11,0.68500000000000005,0.42,184,43.2,49,60.9,15,2.08,47.979166666666664,4.8000000000000001E-2]
["W8X58",null,null,17.100000000000001,8.75,0.51,8.2200000000000006,0.81,0.43,228,52,59.8,75.099999999999994,18.3,2.1,58.1875,5.8000000000000003E-2]
["W8X67",null,null,19.7,9,0.56999999999999995,8.2799999999999994,0.93500000000000005,0.42499999999999999,272,60.4,70.099999999999994,88.6,21.4,2.12,67.034722222222229,6.7000000000000004E-2]
["W10X12",null,null,3.54,9.8699999999999992,0.19,3.96,0.21,0.3,53.8,10.9,12.6,2.1800000000000002,1.1000000000000001,0.78500000000000003,12.045833333333333,1.2E-2]
["W10X15",null,null,4.41,9.99,0.23,4,0.27,0.31,68.900000000000006,13.8,16,2.89,1.45,0.81,15.006250000000001,1.4999999999999999E-2]
["W10X17",null,null,4.99,10.1,0.24,4.01,0.33,0.32,81.900000000000006,16.2,18.7,3.56,1.78,0.84499999999999997,16.979861111111109,1.7000000000000001E-2]
["W10X19",null,null,5.62,10.199999999999999,0.25,4.0199999999999996,0.39500000000000002,0.38,96.3,18.8,21.6,4.29,2.14,0.874,19.123611111111114,1.9E-2]
["W10X22",null,null,6.49,10.199999999999999,0.24,5.75,0.36,0.24,118,23.2,26,11.4,3.97,1.33,22.084027777777777,2.1999999999999999E-2]
["W10X26",null,null,7.61,10.3,0.26,5.77,0.44,0.38,144,27.9,31.3,14.1,4.8899999999999997,1.36,25.895138888888891,2.5999999999999999E-2]
["W10X30",null,null,8.84,10.5,0.3,5.81,0.51,0.21,170,32.4,36.6,16.7,5.75,1.37,30.080555555555559,0.03]
["W10X33",null,null,9.7100000000000009,9.73,0.28999999999999998,7.96,0.435,0.51,171,35,38.799999999999997,36.6,9.1999999999999993,1.94,33.040972222222223,3.3000000000000002E-2]
["W10X39",null,null,11.5,9.92,0.315,7.99,0.53,0.5,209,42.1,46.8,45,11.3,1.98,39.131944444444443,3.9E-2]
["W10X45",null,null,13.3,10.1,0.35,8.02,0.62,0.5,248,49.1,54.9,53.4,13.3,2.0099999999999998,45.256944444444443,4.4999999999999998E-2]
["W10X49",null,null,14.4,10,0.34,10,0.56000000000000005,0.38,272,54.6,60.4,93.4,18.7,2.54,49,4.9000000000000002E-2]
["W10X54",null,null,15.8,10.1,0.37,10,0.61499999999999999,0.53,303,60,66.599999999999994,103,20.6,2.56,53.763888888888886,5.3999999999999999E-2]
["W10X60",null,null,17.7,10.199999999999999,0.42,10.1,0.68,0.53,341,66.7,74.599999999999994,116,23,2.57,60.229166666666664,0.06]
["W10X68",null,null,19.899999999999999,10.4,0.47,10.1,0.77,0.58499999999999996,394,75.7,85.3,134,26.4,2.59,67.715277777777771,6.8000000000000005E-2]
["W10X77",null,null,22.7,10.6,0.53,10.199999999999999,0.87,0.46,455,85.9,97.6,154,30.1,2.6,77.243055555555557,7.6999999999999999E-2]
["W10X88",null,null,26,10.8,0.60499999999999998,10.3,0.99,0.57000000000000006,534,98.5,113,179,34.799999999999997,2.63,88.472222222222229,8.7999999999999995E-2]
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["27WF91","1933","1943",26.77,26.84,0.48299999999999998,9.9830000000000005,0.71199999999999997,0.6,3129.2,233.2,null,109,21.8,2.02,91.092361111111103,9.1092361111111103E-2]
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["S20x95C","1898","1898",27.94,20,0.74,7.24,0.96499999999999997,0.73,1601.9,160.19999999999999,8,53.63,14.8,1.39,95.07361111111112,9.5073611111111123E-2]
["S20x95D","1896","1921",27.94,20,0.81,7.21,0.91649999999999998,0.7,1606.6,160.69999999999999,8,50.78,14.1,1.35,95.07361111111112,9.5073611111111123E-2]
["S20x95E","1906","1929",27.94,20,0.82099999999999995,6.9710000000000001,0.95,0.7,1618.3,161.80000000000001,8,47.28,13.6,1.3,95.07361111111112,9.5073611111111123E-2]
["S20x95F","1931","1938",27.94,20,0.8,6.95,0.95,0.7,1599.5,160,8,46.89,13.49,1.3,95.07361111111112,9.5073611111111123E-2]
["S20x95G","1898","1901",27.94,20,0.77,6.95,0.95499999999999996,0.73,1601.9,160.19999999999999,8,53.63,15.4,1.39,95.07361111111112,9.5073611111111123E-2]
["S20x95H","1921","1950",27.74,20,0.8,7.2,0.91649999999999998,0.7,1599.7,160,8,50.5,14,1.35,94.393055555555549,9.4393055555555549E-2]
["S20x98.4","1896","1896",28.94,20,0.91,7.06,0.86,0,1567.4,156.69999999999999,7,45.53,12.9,1.25,98.476388888888891,9.8476388888888891E-2]
["S24(241B)x85A","1898","1901",25,24,0.54,7.22,0.87,0.6,2181.6999999999998,181.8,9,44.14,12.2,1.33,85.069444444444443,8.5069444444444448E-2]
["S24(241B)x85B","1898","1898",25,24,0.56000000000000005,7.06,0.87,0.6,2181.6999999999998,181.8,9,44.14,12.5,1.33,85.069444444444443,8.5069444444444448E-2]
["S24(242B)x90","1898","1901",26.47,24,0.56000000000000005,7.42,0.92500000000000004,0.66,2356.8000000000002,196.4,9,54.38,14.7,1.44,90.071527777777774,9.0071527777777771E-2]
["S24(243B)x95A","1898","1898",27.92,24,0.62,7.48,0.92500000000000004,0.66,2427,202.3,9,55.93,15,1.41,95.00555555555556,9.5005555555555565E-2]
["S24(243B)x95B","1898","1901",27.92,24,0.59,7.45,0.96499999999999997,0.66,2427,202.3,9,55.93,15,1.41,95.00555555555556,9.5005555555555565E-2]
["S24(244B)x100A","1898","1901",29.42,24,0.62,7.69,0.96499999999999997,0.66,2497.3000000000002,208.1,9,57.53,15,1.4,100.10972222222223,0.10010972222222222]
["S24(244B)x100B","1898","1898",29.42,24,0.68,7.54,0.92500000000000004,0.66,2497.3000000000002,208.1,9,57.53,15.3,1.4,100.10972222222223,0.10010972222222222]
["S24(B1)x100","1892","1893",29.4,24,0.746,7.1959999999999997,0.86050000000000004,0.65,2342.6999999999998,195.2,9,46.98,13.1,1.26,100.04166666666667,0.10004166666666667]
["S24(B1)x80","1892","1893",23.5,24,0.5,6.95,0.86050000000000004,0.65,2059.3000000000002,171.6,9,41.6,12,1.34,79.965277777777771,7.9965277777777774E-2]
["S24(B1)x85","1892","1893",24.98,24,0.56200000000000006,7.0119999999999996,0.86050000000000004,0.65,2130.1999999999998,177.5,9,42.93,12.2,1.31,85.001388888888897,8.500138888888889E-2]
["S24(B1)x90","1892","1893",26.4,24,0.623,7.0730000000000004,0.86050000000000004,0.65,2201,183.4,9,44.25,12.5,1.29,89.833333333333329,8.9833333333333334E-2]
["S24(B1)x95","1892","1893",27.9,24,0.68500000000000005,7.1349999999999998,0.86050000000000004,0.65,2271.9,189.3,9,45.59,12.8,1.28,94.9375,9.4937499999999994E-2]
["S24(B240B)x80","1898","1901",23.53,24,0.5,7,0.87,0.6,2111.4,176,9,42.84,12.2,1.35,80.067361111111111,8.006736111111111E-2]
["S24x100A","1896","1908",29.41,24,0.754,7.2539999999999996,0.871,0.6,2380.3000000000002,198.4,9,48.56,13.4,1.28,100.07569444444444,0.10007569444444443]
["S24x100B","1898","1921",29.41,24,0.754,7.2539999999999996,0.871,0.6,2379.6,198.3,9,48.6,13.4,1.28,100.07569444444444,0.10007569444444443]
["S24x100C","1910","1950",29.25,24,0.747,7.2469999999999999,0.871,0.6,2371.8000000000002,197.6,9,48.4,13.4,1.29,99.53125,9.9531250000000002E-2]
["S24x105","1898","1921",30.98,24,0.625,7.875,1.1020000000000001,0.6,2811.5,234.3,10,78.900000000000006,20,1.6,105.41805555555555,0.10541805555555556]
["S24x105.9","1921","1950",30.98,24,0.625,7.875,1.1020000000000001,0.6,2811.5,234.3,10,78.900000000000006,20,1.6,105.41805555555555,0.10541805555555556]
["S24x110A","1898","1921",32.479999999999997,24,0.68799999999999994,7.9379999999999997,1.1020000000000001,0.6,2883.5,240.3,9,81,20.399999999999999,1.58,110.52222222222221,0.11052222222222222]
["S24x110B","1921","1943",32.18,24,0.67500000000000004,7.9249999999999998,1.1020000000000001,0.6,2869.1,239.1,9,80.599999999999994,20.3,1.58,109.5013888888889,0.1095013888888889]
["S24x115A","1898","1921",33.979999999999997,24,0.75,8,1.1020000000000001,0.6,2955.5,246.3,9,83.2,20.8,1.57,115.62638888888887,0.11562638888888886]
["S24x115B","1921","1943",33.67,24,0.73699999999999999,7.9870000000000001,1.1020000000000001,0.6,2940.5,245,9,82.8,20.7,1.57,114.57152777777777,0.11457152777777778]
["S24x120","1926","1950",35.119999999999997,24,0.79800000000000004,8.048,1.1020000000000001,0.6,3010.8,250.9,9,84.9,21.1,1.56,119.50555555555555,0.11950555555555555]
["S24x79.9","1910","1950",23.33,24,0.5,7,0.871,0.6,2087.1999999999998,173.9,9,42.9,12.2,1.36,79.386805555555554,7.9386805555555551E-2]
["S24x80A","1896","1908",23.32,24,0.5,7,0.871,0.6,2087.9,174,9,42.86,12.2,1.36,79.352777777777774,7.9352777777777772E-2]
["S24x80B","1898","1920",23.32,24,0.5,7,0.871,0.6,2087.1999999999998,173.9,9,42.9,12.3,1.36,79.352777777777774,7.9352777777777772E-2]
["S24x85A","1896","1908",25,24,0.56999999999999995,7.07,0.871,0.6,2168.6,180.7,9,44.35,12.5,1.33,85.069444444444443,8.5069444444444448E-2]
["S24x85B","1898","1921",25,24,0.56999999999999995,7.07,0.871,0.6,2167.8000000000002,180.7,9,44.4,12.6,1.33,85.069444444444443,8.5069444444444448E-2]
["S24x85C","1910","1943",24.84,24,0.56299999999999994,7.0629999999999997,0.871,0.6,2159.8000000000002,180,9,44.2,12.5,1.33,84.525000000000006,8.4525000000000003E-2]
["S24x90A","1896","1908",26.47,24,0.63100000000000001,7.1310000000000002,0.871,0.6,2239.1,186.6,9,45.7,12.8,1.31,90.071527777777774,9.0071527777777771E-2]
["S24x90B","1898","1921",26.47,24,0.63100000000000001,7.1310000000000002,0.871,0.6,2238.4,186.5,9,45.7,12.8,1.31,90.071527777777774,9.0071527777777771E-2]
["S24x90C","1910","1950",26.3,24,0.624,7.1239999999999997,0.871,0.6,2230.1,185.8,9,45.5,12.8,1.32,89.493055555555557,8.9493055555555562E-2]
["S24x95A","1896","1908",27.94,24,0.69199999999999995,7.1920000000000002,0.871,0.6,2309.6,192.5,9,47.1,13.1,1.3,95.07361111111112,9.5073611111111123E-2]
["S24x95B","1898","1921",27.94,24,0.69299999999999995,7.1929999999999996,0.871,0.6,2309,192.4,9,47.1,13.1,1.3,95.07361111111112,9.5073611111111123E-2]
["S24x95C","1910","1943",27.79,24,0.68600000000000005,7.1859999999999999,0.871,0.6,2301.5,191.8,9,47,13,1.3,94.563194444444449,9.4563194444444443E-2]

{"sheet":"LIVE LOADS","index":30,"n_rows":309,"n_cols":40,"rows_kept":309,"cut":false,"hidden":true,"merged":[]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[1,{"$f":"A3+1","v":2},3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,{"$f":"AC3+1","v":30},{"$f":"AD3+1","v":31},{"$f":"AE3+1","v":32},33,34,35,36,37,38,39,40]
["INDIVIDUAL AXLE LOADS"]
[null,"TEXAS LEGAL LOAD (Effective September 1, 2001)"]
[null,"CONCRETE TRUCK",null,null,"80 KIP TRUCK",null,null,null,null,null,"HS-20 TRUCK",null,null,null,"H-20 TRUCK",null,null,"H-15 TRUCK",null,null,"COMBINED LOADS",null,null,null,null,null,null,null,null,"COMBINED LOADS"]
[null,"No. of AXLES",null,null,"No. of AXLES",null,null,null,null,null,"No. of AXLES",null,null,null,"No. of AXLES",null,null,"No. of AXLES",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ratio to the HS20"]
["SPAN","1","2","3","1","2","3","4","5","LANE","1","2","3","LANE","1","2","LANE","1","2","LANE"," TEXAS","HS-20","H-20","H-15","SU4","SU5","SU6","SU7","LEGAL\n(HS Equiv)","EV2","EV3","NRL","TYPE 3","TYPE 3S2","TYPE 3-3","Span","NRL","TYPE 3","TYPE 3S2","TYPE 3-3"]
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[1,6.33,"","",4.25,"","","","",5.2669999999999995,8,"","",{"$f":"0.08*$A10^2+4.5*$A10","v":4.58},8,"",4.58,6,"",3.46,6.33,{"$f":"MAXA($K10:$N10)","v":8},8,6,{"$f":"'SU4 Truck'!U13","v":4.25},{"$f":"'SU5 Truck'!U13","v":4.25},{"$f":"'SU6 Truck'!U13","v":4.25},{"$f":"'SU7 Truck'!U13","v":4.25},{"$f":"MAXA(U10:V10)/V10*20","v":20},{"$f":"'EV2'!J13","v":8.375},{"$f":"'EV3'!L13","v":7.75},{"$f":"NRL!V13","v":4.25},{"$f":"'Type 3'!L13","v":4.25},{"$f":"'Type 3S2'!O13","v":3.875},{"$f":"'Type 3-3'!O13","v":4},1,{"$f":"AF10/$V10","v":0.53125},0.53125,0.484375,0.5]
[2,12.66,"","",8.5,"","","","",10.718,{"$f":"8*$A11","v":16},"","",9.32,16,"",9.32,12,"",7.04,12.66,16,16,12,{"$f":"'SU4 Truck'!U14","v":8.5},{"$f":"'SU5 Truck'!U14","v":8.5},{"$f":"'SU6 Truck'!U14","v":8.5},{"$f":"'SU7 Truck'!U14","v":8.5},{"$f":"MAXA(U11:V11)/V11*20","v":20},{"$f":"'EV2'!J14","v":16.75},{"$f":"'EV3'!L14","v":15.5},{"$f":"NRL!V14","v":8.5},{"$f":"'Type 3'!L14","v":8.5},{"$f":"'Type 3S2'!O14","v":7.75},{"$f":"'Type 3-3'!O14","v":8},2,0.53125,0.53125,0.484375,0.5]
[3,18.990000000000002,"","",12.75,"","","","",16.352999999999998,{"$f":"8*$A12","v":24},"","",14.22,24,"",14.22,18,"",10.739999999999998,18.990000000000002,24,24,18,{"$f":"'SU4 Truck'!U15","v":12.75},{"$f":"'SU5 Truck'!U15","v":12.75},{"$f":"'SU6 Truck'!U15","v":12.75},{"$f":"'SU7 Truck'!U15","v":12.75},20,{"$f":"'EV2'!J15","v":25.125},{"$f":"'EV3'!L15","v":23.25},{"$f":"NRL!V15","v":12.75},{"$f":"'Type 3'!L15","v":12.75},{"$f":"'Type 3S2'!O15","v":11.625},{"$f":"'Type 3-3'!O15","v":12},3,0.53125,0.53125,0.484375,0.5]
[4,25.32,"","",17,"","","","",22.172000000000001,{"$f":"8*$A13","v":32},"","",19.28,32,"",19.28,24,"",14.559999999999999,25.32,32,32,{"$f":"MAXA($R13:$T13)","v":24},{"$f":"'SU4 Truck'!U16","v":17},{"$f":"'SU5 Truck'!U16","v":17},{"$f":"'SU6 Truck'!U16","v":17},{"$f":"'SU7 Truck'!U16","v":17},20,{"$f":"'EV2'!J16","v":33.5},{"$f":"'EV3'!L16","v":31},{"$f":"NRL!V16","v":17},{"$f":"'Type 3'!L16","v":17},{"$f":"'Type 3S2'!O16","v":15.5},{"$f":"'Type 3-3'!O16","v":16},4,0.53125,0.53125,0.484375,0.5]
[5,31.65,"","",21.25,"","","","",28.175000000000001,{"$f":"8*$A14","v":40},"","",24.5,40,"",24.5,30,"",18.5,31.65,40,40,30,{"$f":"'SU4 Truck'!U17","v":21.25},{"$f":"'SU5 Truck'!U17","v":21.25},{"$f":"'SU6 Truck'!U17","v":21.25},{"$f":"'SU7 Truck'!U17","v":21.25},20,{"$f":"'EV2'!J17","v":41.875},{"$f":"'EV3'!L17","v":38.75},{"$f":"NRL!V17","v":21.25},{"$f":"'Type 3'!L17","v":21.25},{"$f":"'Type 3S2'!O17","v":19.375},{"$f":"'Type 3-3'!O17","v":20},5,0.53125,0.53125,0.484375,0.5]
[6,37.980000000000004,{"$f":"12.65*$A15+50.6/$A15-50.6","v":33.733333333333341},"",25.5,{"$f":"8.5*$A15+34/$A15-34","v":22.666666666666664},"","","",34.361999999999995,48,"","",29.88,48,"",29.88,36,"",22.56,37.980000000000004,48,48,36,{"$f":"'SU4 Truck'!U18","v":25.5},{"$f":"'SU5 Truck'!U18","v":25.5},{"$f":"'SU6 Truck'!U18","v":25.5},{"$f":"'SU7 Truck'!U18","v":25.5},20,{"$f":"'EV2'!J18","v":50.25},{"$f":"'EV3'!L18","v":46.5},{"$f":"NRL!V18","v":25.5},{"$f":"'Type 3'!L18","v":25.5},{"$f":"'Type 3S2'!O18","v":23.25},{"$f":"'Type 3-3'!O18","v":24},6,0.53125,0.53125,0.484375,0.5]
[7,44.31,{"$f":"12.65*$A16+50.6/$A16-50.6","v":45.178571428571423},"",29.75,30.357142857142861,"","","",40.733000000000004,56,"","",35.42,56,"",35.42,42,"",26.740000000000002,45.178571428571423,56,56,42,{"$f":"'SU4 Truck'!U19","v":30.357142857142854},{"$f":"'SU5 Truck'!U19","v":30.357142857142854},{"$f":"'SU6 Truck'!U19","v":30.357142857142854},{"$f":"'SU7 Truck'!U19","v":30.357142857142854},20,{"$f":"'EV2'!J19","v":58.625},{"$f":"'EV3'!L19","v":55.357142857142861},{"$f":"NRL!V19","v":30.357142857142854},{"$f":"'Type 3'!L19","v":30.357142857142854},{"$f":"'Type 3S2'!O19","v":27.678571428571431},{"$f":"'Type 3-3'!O19","v":28},7,0.54209183673469385,0.54209183673469385,0.49426020408163268,0.5]
[8,50.64,56.925000000000004,"",34,38.25,"","","",47.287999999999997,64,"","",41.12,64,"",41.12,48,"",31.04,56.925000000000004,64,64,48,{"$f":"'SU4 Truck'!U20","v":38.25},{"$f":"'SU5 Truck'!U20","v":38.25},{"$f":"'SU6 Truck'!U20","v":38.25},{"$f":"'SU7 Truck'!U20","v":38.25},20,{"$f":"'EV2'!J20","v":67},{"$f":"'EV3'!L20","v":69.75},{"$f":"NRL!V20","v":38.25},{"$f":"'Type 3'!L20","v":38.25},{"$f":"'Type 3S2'!O20","v":34.875},{"$f":"'Type 3-3'!O20","v":32},8,0.59765625,0.59765625,0.544921875,0.5]
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[299,"","",4960.402173913043,"","","","",5327.4795986622075,9772.2170000000006,"","",5103.3073578595322,8497.58,"",2934.2622073578596,8497.58,"",2200.6966555183944,6380.66,9772.2170000000006,8497.58,8497.58,6380.66,{"$f":"'SU4 Truck'!U311","v":3902.7697881739136},{"$f":"'SU5 Truck'!U311","v":4445.3028913444823},{"$f":"'SU6 Truck'!U311","v":4977.9767841137127},{"$f":"'SU7 Truck'!U311","v":5527.6856861538463},23.000000000000004,{"$f":"'EV2'!J311","v":4120.0340192307694},{"$f":"'EV3'!L311","v":6187.0494214849477},{"$f":"NRL!V311","v":5716.2167224080267},{"$f":"'Type 3'!L311","v":3583.9947157190636},{"$f":"'Type 3S2'!O311","v":4907.3179056588642},{"$f":"'Type 3-3'!O311","v":5321.0173913043482},299,0.67268760310677,0.42176651655166103,0.57749593480248074,0.6261803232572507]
[300,"","",4977.6506666666664,"","","","",5347.4613333333336,9832.5,"","",5121.3029999999999,8550,"",2944.2613333333334,8550,"",2208.1959999999999,6420,9832.5,8550,8550,6420,{"$f":"'SU4 Truck'!U312","v":3916.2688888800003},{"$f":"'SU5 Truck'!U312","v":4460.8002150399998},{"$f":"'SU6 Truck'!U312","v":4995.3506115000009},{"$f":"'SU7 Truck'!U312","v":5547.0604838666668},23,{"$f":"'EV2'!J312","v":4134.4027391666668},{"$f":"'EV3'!L312","v":6208.547616746665},{"$f":"NRL!V312","v":5736.2159999999994},{"$f":"'Type 3'!L312","v":3596.4930666666669},{"$f":"'Type 3S2'!O312","v":4925.3069526400013},{"$f":"'Type 3-3'!O312","v":5341.0140000000001},300,0.67090245614035082,0.42064246393762184,0.57605929270643286,0.62468000000000001]

{"sheet":"NRL","index":31,"n_rows":312,"n_cols":26,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,1,9,10],[9,11,9,20]]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[]
[null,null,null,null,"Total axle on span =",2,3,4,5,6,7,8]
[null,null,null,null,"Total Weight =",34,{"$f":"F5+8","v":42},{"$f":"G5+8","v":50},{"$f":"H5+8","v":58},{"$f":"I5+8","v":66},{"$f":"J5+8","v":74},{"$f":"K5+6","v":80},"kip"]
[null,null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(17*4+17*8)/G5","v":4.8571428571428568},{"$f":"(17*4+17*8+8*12)/H5","v":6},{"$f":"(8*4+17*8+17*12+8*16)/I5","v":8.6206896551724146},{"$f":"(8*4+17*8+17*12+8*16+8*20)/J5","v":10},{"$f":"(8*4+8*8+17*12+17*16+8*20+8*24)/K5","v":12.486486486486486},{"$f":"(8*4+8*8+17*12+17*16+8*20+8*24+6*30)/L5","v":13.8},"ft"]
[null,null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"F6/2","v":1},{"$f":"(G6-4)/2","v":0.42857142857142838},{"$f":"(H6-4)/2","v":1},{"$f":"(I6-8)/2","v":0.31034482758620729},{"$f":"(J6-8)/2","v":1},{"$f":"(K6-12)/2","v":0.24324324324324298},{"$f":"(L6-12)/2","v":0.90000000000000036},"ft"]
[null,null,null,null,"2nd Adjacent Axle to the the CL of span =",{"$f":"F7","v":1},{"$f":"(8-G6)/2","v":1.5714285714285716},{"$f":"(8-H6)/2","v":1},{"$f":"(12-I6)/2","v":1.6896551724137927},{"$f":"(12-J6)/2","v":1},{"$f":"(16-K6)/2","v":1.756756756756757},{"$f":"(16-L6)/2","v":1.0999999999999996},"ft"]
[]
[null,"Location 1",null,null,null,null,null,null,null,null,null,"Location 2"]
["SPAN","R(Left)","R(Right)",1,2,3,4,5,6,7,8,"R(Left)","R(Right)",1,2,3,4,5,6,7,8,"MAX M."]
[0,null,null,{"$f":"A12*17/4","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(D12:K12,N12:U12)","v":0},null,{"$f":"V12/2","v":0},0,{"$f":"V12*1.33","v":0}]
[{"$f":"A12+1","v":1},null,null,4.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(D13:K13,N13:U13)","v":4.25},null,{"$f":"V13/2","v":2.125},{"$f":"Y12+1","v":1},{"$f":"V13*1.33","v":5.6524999999999999}]
[{"$f":"A13+1","v":2},null,null,8.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8.5,null,4.25,{"$f":"Y13+1","v":2},11.305]
[3,null,null,12.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12.75,null,6.375,3,16.9575]
[4,null,null,17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,null,8.5,4,22.61]
[5,null,null,21.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21.25,null,10.625,5,28.262500000000003]
[6,null,null,25.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25.5,null,12.75,6,33.914999999999999]
[7,{"$f":"34-C19","v":12.142857142857142},{"$f":"(17*(A19/2-1)+17*(A19/2+3))/A19","v":21.857142857142858},null,{"$f":"B19*(A19/2-1)","v":30.357142857142854},null,null,null,null,null,null,{"$f":"34-M19","v":21.857142857142858},{"$f":"(17*(A19/2+1)+17*(A19/2+1-4))/A19","v":12.142857142857142},null,{"$f":"M19*(A19/2-1)","v":30.357142857142854},null,null,null,null,null,null,30.357142857142854,null,15.178571428571427,7,40.375]
[8,{"$f":"34-C20","v":12.75},{"$f":"(17*(A20/2-1)+17*(A20/2+3))/A20","v":21.25},null,{"$f":"B20*(A20/2-1)","v":38.25},null,null,null,null,null,null,{"$f":"34-M20","v":21.25},{"$f":"(17*(A20/2+1)+17*(A20/2+1-4))/A20","v":12.75},null,{"$f":"M20*(A20/2-1)","v":38.25},null,null,null,null,null,null,38.25,null,19.125,8,50.872500000000002]
[9,{"$f":"34-C21","v":13.222222222222221},{"$f":"(17*(A21/2-1)+17*(A21/2+3))/A21","v":20.777777777777779},null,{"$f":"B21*(A21/2-1)","v":46.277777777777771},null,null,null,null,null,null,{"$f":"34-M21","v":20.777777777777779},{"$f":"(17*(A21/2+1)+17*(A21/2+1-4))/A21","v":13.222222222222221},null,{"$f":"M21*(A21/2-1)","v":46.277777777777771},null,null,null,null,null,null,46.277777777777771,null,23.138888888888886,9,61.54944444444444]
[{"$f":"A21+1","v":10},{"$f":"42-C22","v":19.201800000000002},{"$f":"(17*(A22/2-0.429)+17*(A22/2-0.429+4)+8*(A22/2-0.429-4))/A22","v":22.798199999999998},null,null,{"$f":"B22*(A22/2-0.429)-8*4","v":55.771427799999998},null,null,null,null,null,{"$f":"42-M22","v":27.601800000000004},{"$f":"(17*(A22/2+1.571)+17*(A22/2+1.571-4)+8*(A22/2+1.571-8))/A22","v":14.398199999999997},null,null,{"$f":"M22*(A22/2-1.571)","v":49.371427799999992},null,null,null,null,null,55.771427799999998,null,27.885713899999999,10,74.175998973999995]
[11,{"$f":"42-C23","v":19.365272727272728},{"$f":"(17*(A23/2-0.429)+17*(A23/2-0.429+4)+8*(A23/2-0.429-4))/A23","v":22.634727272727272},null,null,{"$f":"B23*(A23/2-0.429)-8*4","v":66.201297999999994},null,null,null,null,null,{"$f":"42-M23","v":27.001636363636365},{"$f":"(17*(A23/2+1.571)+17*(A23/2+1.571-4)+8*(A23/2+1.571-8))/A23","v":14.998363636363633},null,null,{"$f":"M23*(A23/2-1.571)","v":58.928570727272721},null,null,null,null,null,66.201297999999994,null,33.100648999999997,11,88.047726339999997]
[12,{"$f":"42-C24","v":19.501500000000004},{"$f":"(17*(A24/2-0.429)+17*(A24/2-0.429+4)+8*(A24/2-0.429-4))/A24","v":22.498499999999996},null,null,{"$f":"B24*(A24/2-0.429)-8*4","v":76.642856500000022},null,null,null,null,null,{"$f":"42-M24","v":26.5015},{"$f":"(17*(A24/2+1.571)+17*(A24/2+1.571-4)+8*(A24/2+1.571-8))/A24","v":15.498499999999998},null,null,{"$f":"M24*(A24/2-1.571)","v":68.642856499999994},null,null,null,null,null,76.642856500000022,null,38.321428250000011,12,101.93499914500003]
[13,{"$f":"42-C25","v":19.616769230769233},{"$f":"(17*(A25/2-0.429)+17*(A25/2-0.429+4)+8*(A25/2-0.429-4))/A25","v":22.383230769230767},null,null,{"$f":"B25*(A25/2-0.429)-8*4","v":87.093406000000002},null,null,null,null,null,{"$f":"42-M25","v":26.078307692307696},{"$f":"(17*(A25/2+1.571)+17*(A25/2+1.571-4)+8*(A25/2+1.571-8))/A25","v":15.921692307692306},null,null,{"$f":"M25*(A25/2-1.571)","v":78.478021384615374},null,null,null,null,null,87.093406000000002,null,43.546703000000001,13,115.83422998]
[14,{"$f":"42-C26","v":19.71557142857143},{"$f":"(17*(A26/2-0.429)+17*(A26/2-0.429+4)+8*(A26/2-0.429-4))/A26","v":22.28442857142857},null,null,{"$f":"B26*(A26/2-0.429)-8*4","v":97.551019857142848},null,null,null,null,null,{"$f":"42-M26","v":25.71557142857143},{"$f":"(17*(A26/2+1.571)+17*(A26/2+1.571-4)+8*(A26/2+1.571-8))/A26","v":16.28442857142857},null,null,{"$f":"M26*(A26/2-1.571)","v":88.408162714285709},null,null,null,null,null,97.551019857142848,null,48.775509928571424,14,129.74285641]
[15,{"$f":"50-C27","v":21.666666666666668},{"$f":"(17*(A27/2-1)+8*(A27/2-1-4)+17*(A27/2-1+4)+8*(A27/2-1+8))/A27","v":28.333333333333332},null,null,null,{"$f":"B27*(A27/2-1)-8*4","v":108.83333333333334},null,null,null,null,{"$f":"50-M27","v":28.333333333333332},{"$f":"(17*(A27/2+1)+8*(A27/2+1+4)+17*(A27/2+1-4)+8*(A27/2+1-8))/A27","v":21.666666666666668},null,null,null,{"$f":"M27*(A27/2-1)-8*4","v":108.83333333333334},null,null,null,null,108.83333333333334,null,54.416666666666671,15,144.74833333333336]
[16,{"$f":"50-C28","v":21.875},{"$f":"(17*(A28/2-1)+8*(A28/2-1-4)+17*(A28/2-1+4)+8*(A28/2-1+8))/A28","v":28.125},null,null,null,{"$f":"B28*(A28/2-1)-8*4","v":121.125},null,null,null,null,{"$f":"50-M28","v":28.125},{"$f":"(17*(A28/2+1)+8*(A28/2+1+4)+17*(A28/2+1-4)+8*(A28/2+1-8))/A28","v":21.875},null,null,null,{"$f":"M28*(A28/2-1)-8*4","v":121.125},null,null,null,null,121.125,null,60.5625,16,161.09625]
[17,{"$f":"50-C29","v":22.058823529411764},{"$f":"(17*(A29/2-1)+8*(A29/2-1-4)+17*(A29/2-1+4)+8*(A29/2-1+8))/A29","v":27.941176470588236},null,null,null,{"$f":"B29*(A29/2-1)-8*4","v":133.44117647058823},null,null,null,null,{"$f":"50-M29","v":27.941176470588236},{"$f":"(17*(A29/2+1)+8*(A29/2+1+4)+17*(A29/2+1-4)+8*(A29/2+1-8))/A29","v":22.058823529411764},null,null,null,{"$f":"M29*(A29/2-1)-8*4","v":133.44117647058823},null,null,null,null,133.44117647058823,null,66.720588235294116,17,177.47676470588235]
[18,{"$f":"58-C30","v":27.998888888888889},{"$f":"(17*(A30/2-0.31)+8*(A30/2-0.31-4)+8*(A30/2-0.31-8)+17*(A30/2-0.31+4)+8*(A30/2-0.31+8))/A30","v":30.001111111111111},null,null,null,null,{"$f":"B30*(A30/2-0.31)-8*4-8*8","v":147.31034444444444},null,null,null,{"$f":"58-M30","v":34.443333333333335},{"$f":"(17*(A30/2+1.69)+8*(A30/2+1.69+4)+17*(A30/2+1.69-4)+8*(A30/2+1.69-8)+8*(A30/2+1.69-12))/A30","v":23.556666666666665},null,null,null,null,{"$f":"M30*(A30/2-1.69)-8*4","v":140.19923333333332},null,null,null,147.31034444444444,null,73.65517222222222,18,195.92275811111111]
[19,{"$f":"58-C31","v":28.051578947368423},{"$f":"(17*(A31/2-0.31)+8*(A31/2-0.31-4)+8*(A31/2-0.31-8)+17*(A31/2-0.31+4)+8*(A31/2-0.31+8))/A31","v":29.948421052631577},null,null,null,null,{"$f":"B31*(A31/2-0.31)-8*4-8*8","v":161.79401052631579},null,null,null,{"$f":"58-M31","v":34.156842105263159},{"$f":"(17*(A31/2+1.69)+8*(A31/2+1.69+4)+17*(A31/2+1.69-4)+8*(A31/2+1.69-8)+8*(A31/2+1.69-12))/A31","v":23.843157894736841},null,null,null,null,{"$f":"M31*(A31/2-1.69)-8*4","v":154.21506315789475},null,null,null,161.79401052631579,null,80.897005263157894,19,215.18603400000001]
[20,{"$f":"58-C32","v":28.099},{"$f":"(17*(A32/2-0.31)+8*(A32/2-0.31-4)+8*(A32/2-0.31-8)+17*(A32/2-0.31+4)+8*(A32/2-0.31+8))/A32","v":29.901},null,null,null,null,{"$f":"B32*(A32/2-0.31)-8*4-8*8","v":176.27931000000001},null,null,null,{"$f":"58-M32","v":33.899000000000001},{"$f":"(17*(A32/2+1.69)+8*(A32/2+1.69+4)+17*(A32/2+1.69-4)+8*(A32/2+1.69-8)+8*(A32/2+1.69-12))/A32","v":24.100999999999999},null,null,null,null,{"$f":"M32*(A32/2-1.69)-8*4","v":168.27931000000001},null,null,null,176.27931000000001,null,88.139655000000005,20,234.45148230000004]
[21,{"$f":"58-C33","v":28.141904761904762},{"$f":"(17*(A33/2-0.31)+8*(A33/2-0.31-4)+8*(A33/2-0.31-8)+17*(A33/2-0.31+4)+8*(A33/2-0.31+8))/A33","v":29.858095238095238},null,null,null,null,{"$f":"B33*(A33/2-0.31)-8*4-8*8","v":190.76600952380949},null,null,null,{"$f":"58-M33","v":33.665714285714287},{"$f":"(17*(A33/2+1.69)+8*(A33/2+1.69+4)+17*(A33/2+1.69-4)+8*(A33/2+1.69-8)+8*(A33/2+1.69-12))/A33","v":24.334285714285713},null,null,null,null,{"$f":"M33*(A33/2-1.69)-8*4","v":182.38505714285714},null,null,null,190.76600952380949,null,95.383004761904743,21,253.71879266666664]
[22,{"$f":"58-C34","v":28.180909090909093},{"$f":"(17*(A34/2-0.31)+8*(A34/2-0.31-4)+8*(A34/2-0.31-8)+17*(A34/2-0.31+4)+8*(A34/2-0.31+8))/A34","v":29.819090909090907},null,null,null,null,{"$f":"B34*(A34/2-0.31)-8*4-8*8","v":205.25391818181822},null,null,null,{"$f":"58-M34","v":33.453636363636363},{"$f":"(17*(A34/2+1.69)+8*(A34/2+1.69+4)+17*(A34/2+1.69-4)+8*(A34/2+1.69-8)+8*(A34/2+1.69-12))/A34","v":24.546363636363637},null,null,null,null,{"$f":"M34*(A34/2-1.69)-8*4","v":196.52664545454547},null,null,null,205.25391818181822,null,102.62695909090911,22,272.98771118181827]
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[288,40.25,39.75,null,null,null,null,null,null,null,5496.2249999999995,null,null,null,null,null,null,null,null,null,null,5496.2249999999995,null,2748.1124999999997,288,7309.9792499999994]
[289,40.249134948096888,39.750865051903112,null,null,null,null,null,null,null,5516.2242214532871,null,null,null,null,null,null,null,null,null,null,5516.2242214532871,null,2758.1121107266436,289,7336.5782145328722]
[290,40.248275862068965,39.751724137931035,null,null,null,null,null,null,null,5536.2234482758622,null,null,null,null,null,null,null,null,null,null,5536.2234482758622,null,2768.1117241379311,290,7363.1771862068972]
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[293,{"$f":"80-C305","v":40.245733788395903},39.754266211604097,null,null,null,null,null,null,null,{"$f":"C305*(A305/2-0.9)-8*4-8*8-8*12","v":5596.2211604095564},null,null,null,null,null,null,null,null,null,null,5596.2211604095564,null,2798.1105802047782,293,7442.9741433447107]
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[297,40.242424242424242,39.757575757575758,null,null,null,null,null,null,null,5676.2181818181816,null,null,null,null,null,null,null,null,null,null,5676.2181818181816,null,2838.1090909090908,297,7549.3701818181817]
[298,40.241610738255034,39.758389261744966,null,null,null,null,null,null,null,5696.2174496644293,null,null,null,null,null,null,null,null,null,null,5696.2174496644293,null,2848.1087248322146,298,7575.9692080536915]
[299,40.240802675585286,39.759197324414714,null,null,null,null,null,null,null,5716.2167224080267,null,null,null,null,null,null,null,null,null,null,5716.2167224080267,null,2858.1083612040134,299,7602.568240802676]
[300,40.24,39.76,null,null,null,null,null,null,null,5736.2159999999994,null,null,null,null,null,null,null,null,null,null,5736.2159999999994,null,2868.1079999999997,300,7629.1672799999997]

{"sheet":"Type 3","index":32,"n_rows":312,"n_cols":15,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,1,9,5],[9,6,9,10]]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[]
[null,null,null,"Total axle on span =",2,3]
[null,null,null,"Total Weight =",34,{"$f":"E5+16","v":50},"kip"]
[null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(17*4+16*19)/F5","v":7.44},"ft"]
[null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"E6/2","v":1},{"$f":"(F6-4)/2","v":1.7200000000000002},"ft"]
[]
[]
[null,"Location 1",null,null,null,null,"Location 2"]
["SPAN","R(L or R )","R(L or R )",1,2,3,"R(L or R )","R(L or R )",1,2,3,"MAX M."]
[0,null,null,{"$f":"A12*17/4","v":0},null,null,null,null,null,null,null,{"$f":"MAX(D12:F12,I12:K12)","v":0},null,{"$f":"L12/2","v":0},{"$f":"L12*1.33","v":0}]
[{"$f":"A12+1","v":1},null,null,{"$f":"A13*17/4","v":4.25},null,null,null,null,null,null,null,4.25,null,{"$f":"L13/2","v":2.125},{"$f":"L13*1.33","v":5.6524999999999999}]
[{"$f":"A13+1","v":2},null,null,8.5,null,null,null,null,null,null,null,8.5,null,4.25,11.305]
[3,null,null,12.75,null,null,null,null,null,null,null,12.75,null,6.375,16.9575]
[4,null,null,17,null,null,null,null,null,null,null,17,null,8.5,22.61]
[5,null,null,21.25,null,null,null,null,null,null,null,21.25,null,10.625,28.262500000000003]
[6,null,null,25.5,null,null,null,null,null,null,null,25.5,null,12.75,33.914999999999999]
[7,{"$f":"34-C19","v":12.142857142857142},{"$f":"34*(A19/2+1)/A19","v":21.857142857142858},null,{"$f":"B19*(A19/2-1)","v":30.357142857142854},null,null,null,null,null,null,30.357142857142854,null,15.178571428571427,40.375]
[8,{"$f":"34-C20","v":12.75},{"$f":"34*(A20/2+1)/A20","v":21.25},null,{"$f":"B20*(A20/2-1)","v":38.25},null,null,null,null,null,null,38.25,null,19.125,50.872500000000002]
[9,13.222222222222221,20.777777777777779,null,46.277777777777771,null,null,null,null,null,null,46.277777777777771,null,23.138888888888886,61.54944444444444]
[{"$f":"A21+1","v":10},13.600000000000001,20.399999999999999,null,54.400000000000006,null,null,null,null,null,null,54.400000000000006,null,27.200000000000003,72.352000000000018]
[11,13.90909090909091,20.09090909090909,null,62.590909090909093,null,null,null,null,null,null,62.590909090909093,null,31.295454545454547,83.245909090909095]
[12,14.166666666666668,19.833333333333332,null,70.833333333333343,null,null,null,null,null,null,70.833333333333343,null,35.416666666666671,94.208333333333357]
[13,14.384615384615383,19.615384615384617,null,79.115384615384613,null,null,null,null,null,null,79.115384615384613,null,39.557692307692307,105.22346153846154]
[14,14.571428571428573,19.428571428571427,null,87.428571428571445,null,null,null,null,null,null,87.428571428571445,null,43.714285714285722,116.28000000000003]
[15,14.733333333333334,19.266666666666666,null,95.76666666666668,null,null,null,null,null,null,95.76666666666668,null,47.88333333333334,127.36966666666669]
[16,14.875,19.125,null,104.125,null,null,null,null,null,null,104.125,null,52.0625,138.48625000000001]
[17,15,19,null,112.5,null,null,null,null,null,null,112.5,null,56.25,149.625]
[18,15.111111111111111,18.888888888888889,null,120.88888888888889,null,null,null,null,null,null,120.88888888888889,null,60.444444444444443,160.78222222222223]
[19,15.210526315789473,18.789473684210527,null,129.28947368421052,null,null,null,null,null,null,129.28947368421052,null,64.64473684210526,171.95500000000001]
[20,15.3,18.7,null,137.70000000000002,null,null,null,null,null,null,137.70000000000002,null,68.850000000000009,183.14100000000002]
[21,15.38095238095238,18.61904761904762,null,146.11904761904759,null,null,null,null,null,null,146.11904761904759,null,73.059523809523796,194.33833333333331]
[22,15.454545454545453,18.545454545454547,null,154.54545454545453,null,null,null,null,null,null,154.54545454545453,null,77.272727272727266,205.54545454545453]
[23,15.521739130434781,18.478260869565219,null,162.97826086956519,null,null,null,null,null,null,162.97826086956519,null,81.489130434782595,216.76108695652172]
[24,15.583333333333332,18.416666666666668,null,171.41666666666666,null,null,null,null,null,null,171.41666666666666,null,85.708333333333329,227.98416666666665]
[25,15.64,18.36,null,179.86,null,null,null,null,null,null,179.86,null,89.93,239.21380000000002]
[26,15.692307692307693,18.307692307692307,null,188.30769230769232,null,null,null,null,null,null,188.30769230769232,null,94.15384615384616,250.44923076923081]
[27,15.74074074074074,18.25925925925926,null,196.75925925925927,null,null,null,null,null,null,196.75925925925927,null,98.379629629629633,261.68981481481484]
[28,15.785714285714285,18.214285714285715,null,205.21428571428569,null,null,null,null,null,null,205.21428571428569,null,102.60714285714285,272.935]
[29,15.827586206896552,18.172413793103448,null,213.67241379310346,null,null,null,null,null,null,213.67241379310346,null,106.83620689655173,284.18431034482762]
[30,{"$f":"50-C42","v":22.133333333333333},{"$f":"50*(A42/2+1.72)/A42","v":27.866666666666667},null,null,{"$f":"B42*(A42/2-1.72)-17*4","v":225.93066666666664},null,null,null,null,null,225.93066666666664,null,112.96533333333332,300.48778666666664]
[31,{"$f":"50-C43","v":22.225806451612904},{"$f":"50*(A43/2+1.72)/A43","v":27.774193548387096},null,null,{"$f":"B43*(A43/2-1.72)-17*4","v":238.27161290322579},null,null,null,null,null,238.27161290322579,null,119.13580645161289,316.90124516129032]
[32,22.3125,27.6875,null,null,250.6225,null,null,null,null,null,250.6225,null,125.31125,333.32792499999999]
[33,22.393939393939394,27.606060606060606,null,null,262.98242424242426,null,null,null,null,null,262.98242424242426,null,131.49121212121213,349.76662424242426]
[34,22.470588235294116,27.529411764705884,null,null,275.35058823529408,null,null,null,null,null,275.35058823529408,null,137.67529411764704,366.21628235294116]
[35,22.542857142857144,27.457142857142856,null,null,287.72628571428572,null,null,null,null,null,287.72628571428572,null,143.86314285714286,382.67596000000003]
[36,22.611111111111111,27.388888888888889,null,null,300.10888888888888,null,null,null,null,null,300.10888888888888,null,150.05444444444444,399.14482222222222]
[37,22.675675675675677,27.324324324324323,null,null,312.49783783783789,null,null,null,null,null,312.49783783783789,null,156.24891891891895,415.62212432432443]
[38,22.736842105263158,27.263157894736842,null,null,324.89263157894737,null,null,null,null,null,324.89263157894737,null,162.44631578947369,432.10720000000003]
[39,22.794871794871796,27.205128205128204,null,null,337.29282051282053,null,null,null,null,null,337.29282051282053,null,168.64641025641026,448.59945128205135]
[40,22.85,27.15,null,null,349.69800000000004,null,null,null,null,null,349.69800000000004,null,174.84900000000002,465.09834000000006]
[41,22.902439024390244,27.097560975609756,null,null,362.1078048780488,null,null,null,null,null,362.1078048780488,null,181.0539024390244,481.60338048780494]
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[251,24.657370517928285,25.342629482071715,null,null,2984.0893227091633,null,null,null,null,null,2984.0893227091633,null,1492.0446613545816,3968.8387992031876]
[252,24.658730158730158,25.341269841269842,null,null,2996.5869841269841,null,null,null,null,null,2996.5869841269841,null,1498.2934920634921,3985.4606888888893]
[253,24.660079051383399,25.339920948616601,null,null,3009.0846640316204,null,null,null,null,null,3009.0846640316204,null,1504.5423320158102,4002.0826031620554]
[254,24.661417322834644,25.338582677165356,null,null,3021.5823622047242,null,null,null,null,null,3021.5823622047242,null,1510.7911811023621,4018.7045417322834]
[255,24.662745098039217,25.337254901960783,null,null,3034.0800784313728,null,null,null,null,null,3034.0800784313728,null,1517.0400392156864,4035.3265043137262]
[256,24.6640625,25.3359375,null,null,3046.5778125000002,null,null,null,null,null,{"$f":"MAX(D268:F268,I268:K268)","v":3046.5778125000002},null,1523.2889062500001,4051.9484906250004]
[257,24.665369649805449,25.334630350194551,null,null,3059.0755642023346,null,null,null,null,null,3059.0755642023346,null,{"$f":"L269/2","v":1529.5377821011673},{"$f":"L269*1.33","v":4068.5705003891053}]
[{"$f":"A269+1","v":258},24.666666666666668,25.333333333333332,null,null,3071.5733333333337,null,null,null,null,null,3071.5733333333337,null,1535.7866666666669,4085.1925333333343]
[259,24.667953667953668,25.332046332046332,null,null,3084.0711196911197,null,null,null,null,null,3084.0711196911197,null,1542.0355598455599,4101.8145891891891]
[260,24.669230769230769,25.330769230769231,null,null,3096.5689230769231,null,null,null,null,null,3096.5689230769231,null,1548.2844615384615,4118.4366676923082]
[261,24.670498084291189,25.329501915708811,null,null,3109.0667432950195,null,null,null,null,null,3109.0667432950195,null,1554.5333716475097,4135.0587685823757]
[262,24.671755725190838,25.328244274809162,null,null,3121.5645801526716,null,null,null,null,null,3121.5645801526716,null,1560.7822900763358,4151.6808916030532]
[263,24.673003802281368,25.326996197718632,null,null,3134.0624334600761,null,null,null,null,null,3134.0624334600761,null,1567.0312167300381,4168.3030365019013]
[264,24.674242424242426,25.325757575757574,null,null,3146.5603030303032,null,null,null,null,null,3146.5603030303032,null,1573.2801515151516,4184.9252030303032]
[265,24.675471698113206,25.324528301886794,null,null,3159.0581886792452,null,null,null,null,null,3159.0581886792452,null,1579.5290943396226,4201.5473909433967]
[266,24.676691729323309,25.323308270676691,null,null,3171.5560902255643,null,null,null,null,null,3171.5560902255643,null,1585.7780451127821,4218.1696000000011]
[267,24.677902621722847,25.322097378277153,null,null,3184.0540074906366,null,null,null,null,null,3184.0540074906366,null,1592.0270037453183,4234.7918299625471]
[268,24.67910447761194,25.32089552238806,null,null,3196.5519402985074,null,null,null,null,null,3196.5519402985074,null,1598.2759701492537,4251.4140805970146]
[269,24.680297397769518,25.319702602230482,null,null,3209.0498884758367,null,null,null,null,null,3209.0498884758367,null,1604.5249442379184,4268.036351672863]
[270,24.68148148148148,25.31851851851852,null,null,3221.5478518518516,null,null,null,null,null,3221.5478518518516,null,1610.7739259259258,4284.6586429629633]
[271,24.682656826568266,25.317343173431734,null,null,3234.0458302583024,null,null,null,null,null,3234.0458302583024,null,1617.0229151291512,4301.2809542435425]
[272,24.683823529411764,25.316176470588236,null,null,3246.5438235294118,null,null,null,null,null,3246.5438235294118,null,1623.2719117647059,4317.9032852941182]
[273,24.684981684981686,25.315018315018314,null,null,3259.0418315018319,null,null,null,null,null,3259.0418315018319,null,1629.5209157509159,4334.5256358974366]
[274,24.686131386861312,25.313868613138688,null,null,3271.5398540145984,null,null,null,null,null,3271.5398540145984,null,1635.7699270072992,4351.1480058394163]
[275,24.687272727272727,25.312727272727273,null,null,3284.0378909090909,null,null,null,null,null,3284.0378909090909,null,1642.0189454545455,4367.770394909091]
[276,24.688405797101449,25.311594202898551,null,null,3296.5359420289856,null,null,null,null,null,3296.5359420289856,null,1648.2679710144928,4384.3928028985511]
[277,24.689530685920577,25.310469314079423,null,null,3309.0340072202166,null,null,null,null,null,3309.0340072202166,null,1654.5170036101083,4401.0152296028882]
[278,24.690647482014388,25.309352517985612,null,null,3321.5320863309353,null,null,null,null,null,3321.5320863309353,null,1660.7660431654676,4417.6376748201437]
[279,24.691756272401435,25.308243727598565,null,null,3334.0301792114697,null,null,null,null,null,3334.0301792114697,null,1667.0150896057348,4434.2601383512547]
[280,24.692857142857143,25.307142857142857,null,null,3346.5282857142856,null,null,null,null,null,3346.5282857142856,null,1673.2641428571428,4450.8826200000003]
[281,24.693950177935942,25.306049822064058,null,null,3359.02640569395,null,null,null,null,null,3359.02640569395,null,1679.513202846975,4467.5051195729538]
[282,24.695035460992909,25.304964539007091,null,null,3371.5245390070922,null,null,null,null,null,3371.5245390070922,null,1685.7622695035461,4484.1276368794333]
[283,24.696113074204948,25.303886925795052,null,null,3384.0226855123678,null,null,null,null,null,3384.0226855123678,null,1692.0113427561839,4500.7501717314499]
[284,24.697183098591548,25.302816901408452,null,null,3396.5208450704222,null,null,null,null,null,3396.5208450704222,null,1698.2604225352111,4517.3727239436621]
[285,24.698245614035088,25.301754385964912,null,null,3409.0190175438597,null,null,null,null,null,3409.0190175438597,null,1704.5095087719299,4533.9952933333334]
[286,24.6993006993007,25.3006993006993,null,null,3421.517202797203,null,null,null,null,null,3421.517202797203,null,1710.7586013986015,4550.6178797202801]
[287,{"$f":"50-C299","v":24.700348432055748},{"$f":"50*(A299/2+1.72)/A299","v":25.299651567944252},null,null,{"$f":"B299*(A299/2-1.72)-17*4","v":3434.0154006968637},null,null,null,null,null,3434.0154006968637,null,1717.0077003484319,4567.2404829268289]
[288,24.701388888888889,25.298611111111111,null,null,3446.513611111111,null,null,null,null,null,3446.513611111111,null,1723.2568055555555,4583.8631027777783]
[289,24.702422145328718,25.297577854671282,null,null,3459.0118339100345,null,null,null,null,null,3459.0118339100345,null,1729.5059169550173,4600.4857391003461]
[290,24.703448275862069,25.296551724137931,null,null,3471.5100689655173,null,null,null,null,null,3471.5100689655173,null,1735.7550344827587,4617.1083917241385]
[291,24.704467353951891,25.295532646048109,null,null,3484.008316151203,null,null,null,null,null,3484.008316151203,null,1742.0041580756015,4633.7310604811]
[292,24.705479452054796,25.294520547945204,null,null,3496.506575342466,null,null,null,null,null,3496.506575342466,null,1748.253287671233,4650.3537452054798]
[293,24.706484641638227,25.293515358361773,null,null,3509.0048464163824,null,null,null,null,null,3509.0048464163824,null,1754.5024232081912,4666.9764457337888]
[294,24.707482993197278,25.292517006802722,null,null,3521.5031292517006,null,null,null,null,null,3521.5031292517006,null,1760.7515646258503,4683.5991619047618]
[295,24.708474576271186,25.291525423728814,null,null,3534.0014237288137,null,null,null,null,null,3534.0014237288137,null,1767.0007118644069,4700.2218935593228]
[296,24.70945945945946,25.29054054054054,null,null,3546.49972972973,null,null,null,null,null,3546.49972972973,null,1773.249864864865,4716.8446405405411]
[297,24.710437710437709,25.289562289562291,null,null,3558.9980471380468,null,null,null,null,null,3558.9980471380468,null,1779.4990235690234,4733.4674026936027]
[298,24.711409395973153,25.288590604026847,null,null,3571.4963758389258,null,null,null,null,null,3571.4963758389258,null,1785.7481879194629,4750.0901798657715]
[299,24.712374581939798,25.287625418060202,null,null,3583.9947157190636,null,null,null,null,null,3583.9947157190636,null,1791.9973578595318,4766.7129719063551]
[300,24.713333333333335,25.286666666666665,null,null,3596.4930666666669,null,null,null,null,null,3596.4930666666669,null,1798.2465333333334,4783.3357786666675]

{"sheet":"Type 3S2","index":33,"n_rows":312,"n_cols":18,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,1,9,5],[9,9,9,13]]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[]
[null,null,null,"Total axle on span =",2,3,4,5]
[null,null,null,"Total Weight =",31,{"$f":"E5+10","v":41},{"$f":"F5+15.5","v":56.5},{"$f":"G5+15.5","v":72},"kip"]
[null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(15.5*4+10*15)/F5","v":5.1707317073170733},{"$f":"(15.5*22+15.5*26+10*35)/G5","v":19.36283185840708},{"$f":"(15.5*4+15.5*26+15.5*30+10*41)/H5","v":18.611111111111111},"ft"]
[null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"E6/2","v":1},{"$f":"(F6-4)/2","v":0.58536585365853666},{"$f":"(26-G6)/2","v":3.3185840707964598},{"$f":"(26-H6)/2","v":3.6944444444444446},"ft"]
[]
[]
[null,"Location 1",null,null,null,null,null,null,null,"Location 2"]
["SPAN","R(L or R )","R(L or R )",1,2,3,4,5,6,"R(L or R )","R(L or R )",1,2,3,"MAX M."]
[0,null,null,{"$f":"A12*15.5/4","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(D12:I12,J12:N12)","v":0},null,{"$f":"O12/2","v":0},{"$f":"O12*1.33","v":0}]
[{"$f":"A12+1","v":1},null,null,{"$f":"A13*15.5/4","v":3.875},null,null,null,null,null,null,null,null,null,null,3.875,null,{"$f":"O13/2","v":1.9375},{"$f":"O13*1.33","v":5.1537500000000005}]
[{"$f":"A13+1","v":2},null,null,7.75,null,null,null,null,null,null,null,null,null,null,7.75,null,3.875,10.307500000000001]
[3,null,null,11.625,null,null,null,null,null,null,null,null,null,null,11.625,null,5.8125,15.461250000000001]
[4,null,null,15.5,null,null,null,null,null,null,null,null,null,null,15.5,null,7.75,20.615000000000002]
[5,null,null,19.375,null,null,null,null,null,null,null,null,null,null,19.375,null,9.6875,25.768750000000001]
[6,null,null,23.25,null,null,null,null,null,null,null,null,null,null,23.25,null,11.625,30.922500000000003]
[7,{"$f":"31-C19","v":11.071428571428573},{"$f":"31*(A19/2+1)/A19","v":19.928571428571427},null,{"$f":"B19*(A19/2-1)","v":27.678571428571431},null,null,null,null,null,null,null,null,null,27.678571428571431,null,13.839285714285715,36.812500000000007]
[8,{"$f":"31-C20","v":11.625},{"$f":"31*(A20/2+1)/A20","v":19.375},null,{"$f":"B20*(A20/2-1)","v":34.875},null,null,null,null,null,null,null,null,null,34.875,null,17.4375,46.383749999999999]
[9,12.055555555555557,18.944444444444443,null,42.19444444444445,null,null,null,null,null,null,null,null,null,42.19444444444445,null,21.097222222222225,56.118611111111122]
[{"$f":"A21+1","v":10},12.399999999999999,18.600000000000001,null,49.599999999999994,null,null,null,null,null,null,null,null,null,49.599999999999994,null,24.799999999999997,65.967999999999989]
[11,12.681818181818183,18.318181818181817,null,57.068181818181827,null,null,null,null,null,null,null,null,null,57.068181818181827,null,28.534090909090914,75.900681818181837]
[12,12.916666666666668,18.083333333333332,null,64.583333333333343,null,null,null,null,null,null,null,null,null,64.583333333333343,null,32.291666666666671,85.895833333333357]
[13,13.115384615384617,17.884615384615383,null,72.134615384615387,null,null,null,null,null,null,null,null,null,72.134615384615387,null,36.067307692307693,95.939038461538473]
[14,13.285714285714285,17.714285714285715,null,79.714285714285708,null,null,null,null,null,null,null,null,null,79.714285714285708,null,39.857142857142854,106.02]
[15,13.433333333333334,17.566666666666666,null,87.316666666666663,null,null,null,null,null,null,null,null,null,87.316666666666663,null,43.658333333333331,116.13116666666667]
[16,13.5625,17.4375,null,94.9375,null,null,null,null,null,null,null,null,null,94.9375,null,47.46875,126.26687500000001]
[17,13.676470588235293,17.323529411764707,null,102.5735294117647,null,null,null,null,null,null,null,null,null,102.5735294117647,null,51.286764705882348,136.42279411764704]
[18,13.777777777777779,17.222222222222221,null,110.22222222222223,null,null,null,null,null,null,null,null,null,110.22222222222223,null,55.111111111111114,146.59555555555556]
[19,13.868421052631579,17.131578947368421,null,117.88157894736842,null,null,null,null,null,null,null,null,null,117.88157894736842,null,58.940789473684212,156.78250000000003]
[20,13.95,17.05,null,125.55,null,null,null,null,null,null,null,null,null,125.55,null,62.774999999999999,166.98150000000001]
[21,14.023809523809526,16.976190476190474,null,133.22619047619048,null,null,null,null,null,null,null,null,null,133.22619047619048,null,66.613095238095241,177.19083333333336]
[22,14.09090909090909,16.90909090909091,null,140.90909090909091,null,null,null,null,null,null,null,null,null,140.90909090909091,null,70.454545454545453,187.40909090909091]
[23,{"$f":"41-C35","v":19.457173913043476},{"$f":"41*(A35/2+0.585)/A35","v":21.542826086956524},null,null,{"$f":"B35*(A35/2-0.585)-15.5*4","v":150.37505326086952},null,null,null,null,null,null,null,null,150.37505326086952,null,75.18752663043476,199.99882083695647]
[24,{"$f":"41-C36","v":19.500624999999999},{"$f":"41*(A36/2+0.585)/A36","v":21.499375000000001},null,null,{"$f":"B36*(A36/2-0.585)-15.5*4","v":160.59963437499997},null,null,null,null,null,null,null,null,160.59963437499997,null,80.299817187499983,213.59751371874995]
[25,19.540599999999998,21.459400000000002,null,null,170.82624899999996,null,null,null,null,null,null,null,null,170.82624899999996,null,85.413124499999981,227.19891116999997]
[26,19.577500000000001,21.422499999999999,null,null,181.05466249999998,null,null,null,null,null,null,null,null,181.05466249999998,null,90.527331249999989,240.80270112499997]
[27,19.611666666666665,21.388333333333335,null,null,191.28467499999996,null,null,null,null,null,null,null,null,191.28467499999996,null,95.642337499999982,254.40861774999996]
[28,19.643392857142857,21.356607142857143,null,null,201.5161151785714,null,null,null,null,null,null,null,null,201.5161151785714,null,100.7580575892857,268.01643318749996]
[29,19.672931034482758,21.327068965517242,null,null,211.74883534482757,null,null,null,null,null,null,null,null,211.74883534482757,null,105.87441767241378,281.62595100862069]
[30,19.700499999999998,21.299500000000002,null,null,221.98270749999995,null,null,null,null,null,null,null,null,221.98270749999995,null,110.99135374999997,295.23700097499994]
[31,19.726290322580645,21.273709677419355,null,null,232.21762016129031,null,null,null,null,null,null,null,null,232.21762016129031,null,116.10881008064516,308.84943481451614]
[32,19.75046875,21.24953125,null,null,242.45347578124995,null,null,null,null,null,null,null,null,242.45347578124995,null,121.22673789062497,322.46312278906242]
[33,19.773181818181818,21.226818181818182,null,null,252.69018863636364,null,null,null,null,null,null,null,null,252.69018863636364,null,126.34509431818182,336.07795088636368]
[34,19.79455882352941,21.20544117647059,null,null,262.92768308823526,null,null,null,null,null,null,null,null,262.92768308823526,null,131.46384154411763,349.69381850735289]
[35,19.814714285714285,21.185285714285715,null,null,273.1658921428571,null,null,null,null,null,null,null,null,273.1658921428571,null,136.58294607142855,363.31063654999997]
[36,19.833749999999998,21.166250000000002,null,null,283.40475624999993,null,null,null,null,null,null,null,null,283.40475624999993,null,141.70237812499997,376.92832581249991]
[37,19.851756756756757,21.148243243243243,null,null,293.64422229729729,null,null,null,null,null,null,null,null,293.64422229729729,null,146.82211114864864,390.5468156554054]
[38,19.868815789473683,21.131184210526317,null,null,303.88424276315783,null,null,null,null,null,null,null,null,303.88424276315783,null,151.94212138157891,404.16604287499996]
[39,19.884999999999998,21.115000000000002,null,null,314.12477499999994,null,null,null,null,null,null,null,null,314.12477499999994,null,157.06238749999997,417.78595074999993]
[40,19.900375,21.099625,null,null,324.36578062500001,null,null,null,null,null,null,null,null,324.36578062500001,null,162.18289031250001,431.40648823125002]
[41,19.914999999999999,21.085000000000001,null,null,334.60722499999997,null,null,null,null,null,null,null,null,334.60722499999997,null,167.30361249999999,445.02760925000001]
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[252,34.944571428571436,37.055428571428564,null,null,null,null,4061.9307531428576,null,null,null,null,null,null,4061.9307531428576,null,2030.9653765714288,5402.3679016800006]
[253,34.948743083003954,37.051256916996046,null,null,null,null,4079.9153430513834,null,null,null,null,null,null,4079.9153430513834,null,2039.9576715256917,5426.2874062583405]
[254,34.952881889763781,37.047118110236219,null,null,null,null,4097.9000542992126,null,null,null,null,null,null,4097.9000542992126,null,2048.9500271496063,5450.2070722179533]
[255,34.956988235294119,37.043011764705881,null,null,null,null,4115.8848854588232,null,null,null,null,null,null,4115.8848854588232,null,2057.9424427294116,5474.126897660235]
[256,34.961062500000004,37.038937499999996,null,null,null,null,4133.8698351250005,null,null,null,null,null,null,{"$f":"MAX(D268:I268,J268:N268)","v":4133.8698351250005},null,2066.9349175625002,5498.0468807162506]
[257,34.965105058365765,37.034894941634235,null,null,null,null,4151.8549019143975,null,null,null,null,null,null,4151.8549019143975,null,{"$f":"O269/2","v":2075.9274509571987},{"$f":"O269*1.33","v":5521.9670195461485}]
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[260,34.97704615384616,37.02295384615384,null,null,null,null,4205.8107915076935,null,null,null,null,null,null,4205.8107915076935,null,2102.9053957538467,5593.7283527052323]
[261,34.980965517241387,37.019034482758613,null,null,null,null,4223.796313379311,null,null,null,null,null,null,4223.796313379311,null,2111.8981566896555,5617.6490967944837]
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[263,34.988714828897344,37.011285171102656,null,null,null,null,4259.7676874220542,null,null,null,null,null,null,4259.7676874220542,null,2129.8838437110271,5665.4910242713322]
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[265,34.996347169811322,37.003652830188678,null,null,null,null,4295.7394935547172,null,null,null,null,null,null,4295.7394935547172,null,2147.8697467773586,5713.3335264277739]
[266,35.000120300751881,36.999879699248119,null,null,null,null,4313.7255556090231,null,null,null,null,null,null,4313.7255556090231,null,2156.8627778045116,5737.2549889600014]
[267,35.003865168539328,36.996134831460672,null,null,null,null,4331.7117220674163,null,null,null,null,null,null,4331.7117220674163,null,2165.8558610337082,5761.1765903496644]
[268,35.007582089552244,36.992417910447756,null,null,null,null,4349.6979917611952,null,null,null,null,null,null,4349.6979917611952,null,2174.8489958805976,5785.0983290423901]
[269,35.011271375464688,36.988728624535312,null,null,null,null,4367.6843635390342,null,null,null,null,null,null,4367.6843635390342,null,2183.8421817695171,5809.020203506916]
[270,35.014933333333339,36.985066666666661,null,null,null,null,4385.6708362666677,null,null,null,null,null,null,4385.6708362666677,null,2192.8354181333339,5832.9422122346687]
[271,35.01856826568266,36.98143173431734,null,null,null,null,4403.6574088265688,null,null,null,null,null,null,4403.6574088265688,null,2201.8287044132844,5856.8643537393373]
[272,35.022176470588242,36.977823529411758,null,null,null,null,4421.6440801176486,null,null,null,null,null,null,4421.6440801176486,null,2210.8220400588243,5880.7866265564726]
[273,35.025758241758247,36.974241758241753,null,null,null,null,4439.6308490549463,null,null,null,null,null,null,4439.6308490549463,null,2219.8154245274732,5904.7090292430794]
[274,35.029313868613144,36.970686131386856,null,null,null,null,4457.6177145693446,null,null,null,null,null,null,4457.6177145693446,null,2228.8088572846723,5928.6315603772282]
[275,35.032843636363637,36.967156363636363,null,null,null,null,4475.6046756072728,null,null,null,null,null,null,4475.6046756072728,null,2237.8023378036364,5952.5542185576733]
[276,35.03634782608696,36.96365217391304,null,null,null,null,4493.5917311304356,null,null,null,null,null,null,4493.5917311304356,null,2246.7958655652178,5976.4770024034797]
[277,35.03982671480145,36.96017328519855,null,null,null,null,4511.578880115525,null,null,null,null,null,null,4511.578880115525,null,2255.7894400577625,6000.3999105536486]
[278,35.043280575539569,36.956719424460431,null,null,null,null,4529.5661215539576,null,null,null,null,null,null,4529.5661215539576,null,2264.7830607769788,6024.3229416667637]
[279,35.046709677419358,36.953290322580642,null,null,null,null,4547.553454451614,null,null,null,null,null,null,4547.553454451614,null,2273.776727225807,6048.2460944206468]
[280,35.050114285714287,36.949885714285713,null,null,null,null,4565.5408778285719,null,null,null,null,null,null,4565.5408778285719,null,2282.7704389142859,6072.1693675120005]
[281,35.053494661921711,36.946505338078289,null,null,null,null,4583.5283907188623,null,null,null,null,null,null,4583.5283907188623,null,2291.7641953594311,6096.0927596560869]
[282,35.056851063829789,36.943148936170211,null,null,null,null,4601.5159921702134,null,null,null,null,null,null,4601.5159921702134,null,2300.7579960851067,6120.0162695863837]
[283,35.060183745583039,36.939816254416961,null,null,null,null,4619.5036812438166,null,null,null,null,null,null,4619.5036812438166,null,2309.7518406219083,6143.9398960542767]
[284,35.063492957746483,36.936507042253517,null,null,null,null,4637.4914570140854,null,null,null,null,null,null,4637.4914570140854,null,2318.7457285070427,6167.8636378287338]
[285,35.066778947368427,36.933221052631573,null,null,null,null,4655.4793185684221,null,null,null,null,null,null,4655.4793185684221,null,2327.739659284211,6191.7874936960015]
[286,35.070041958041962,36.929958041958038,null,null,null,null,4673.4672650069942,null,null,null,null,null,null,4673.4672650069942,null,2336.7336325034971,6215.7114624593023]
[287,35.073282229965159,36.926717770034841,null,null,null,null,4691.4552954425089,null,null,null,null,null,null,4691.4552954425089,null,2345.7276477212545,6239.6355429385376]
[288,35.076500000000003,36.923499999999997,null,null,null,null,4709.4434090000004,null,null,null,null,null,null,4709.4434090000004,null,2354.7217045000002,6263.5597339700007]
[289,35.079695501730107,36.920304498269893,null,null,null,null,4727.4316048166102,null,null,null,null,null,null,4727.4316048166102,null,2363.7158024083051,6287.4840344060922]
[290,35.082868965517243,36.917131034482757,null,null,null,null,4745.4198820413803,null,null,null,null,null,null,4745.4198820413803,null,2372.7099410206902,6311.4084431150359]
[291,35.086020618556702,36.913979381443298,null,null,null,null,4763.408239835052,null,null,null,null,null,null,4763.408239835052,null,2381.704119917526,6335.3329589806199]
[292,35.089150684931511,36.910849315068489,null,null,null,null,4781.3966773698639,null,null,null,null,null,null,4781.3966773698639,null,2390.698338684932,6359.257580901919]
[293,35.092259385665535,36.907740614334465,null,null,null,null,4799.3851938293528,null,null,null,null,null,null,4799.3851938293528,null,2399.6925969146764,6383.1823077930394]
[294,35.095346938775513,36.904653061224487,null,null,null,null,4817.3737884081638,null,null,null,null,null,null,4817.3737884081638,null,2408.6868942040819,6407.1071385828582]
[295,35.09841355932204,36.90158644067796,null,null,null,null,4835.362460311866,null,null,null,null,null,null,4835.362460311866,null,2417.681230155933,6431.0320722147817]
[296,35.101459459459463,36.898540540540537,null,null,null,null,4853.3512087567578,null,null,null,null,null,null,4853.3512087567578,null,2426.6756043783789,6454.9571076464881]
[297,35.104484848484852,36.895515151515148,null,null,null,null,4871.3400329696979,null,null,null,null,null,null,4871.3400329696979,null,2435.6700164848489,6478.8822438496982]
[298,35.107489932885912,36.892510067114088,null,null,null,null,4889.3289321879211,null,null,null,null,null,null,4889.3289321879211,null,2444.6644660939605,6502.8074798099351]
[299,35.110474916387965,36.889525083612035,null,null,null,null,4907.3179056588642,null,null,null,null,null,null,4907.3179056588642,null,2453.6589528294321,6526.73281452629]
[300,{"$f":"72-C312","v":35.113440000000004},{"$f":"72*(A312/2+3.694)/A312","v":36.886559999999996},null,null,null,null,{"$f":"B312*(A312/2-3.694)-15.5*4-10*15","v":4925.3069526400013},null,null,null,null,null,null,4925.3069526400013,null,2462.6534763200007,6550.6582470112025]

{"sheet":"Type 3-3","index":34,"n_rows":312,"n_cols":18,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,1,9,5],[9,9,9,13]]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[]
[null,null,null,"Total axle on span =",2,3,4,5,6,null,null,"4*","4**"]
[null,null,null,"Total Weight =",28,{"$f":"E5+16","v":44},{"$f":"F5+12","v":56},{"$f":"G5+12","v":68},{"$f":"H5+12","v":80},"kip",null,52,54]
[null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(14*4+16*20)/F5","v":8.545454545454545},{"$f":"(14*4+16*20+12*35)/G5","v":14.214285714285714},{"$f":"(14*4+16*20+12*35+12*39)/H5","v":18.588235294117649},{"$f":"(14*4+16*20+12*35+12*39+12*54)/I5","v":23.9},"ft",null,{"$f":"(12*15+12*19+12*34)/L5","v":15.692307692307692},{"$f":"(16*16+12*31+12*35)/M5","v":19.407407407407408}]
[null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"E6/2","v":1},{"$f":"(F6-4)/2","v":2.2727272727272725},{"$f":"(20-G6)/2","v":2.8928571428571432},{"$f":"(20-H6)/2","v":0.70588235294117574},{"$f":"(I6-20)/2","v":1.9499999999999993},"ft",null,{"$f":"(L6-15)/2","v":0.34615384615384581},{"$f":"(M6-16)/2","v":1.7037037037037042}]
[]
[]
[null,"Location 1",null,null,null,null,null,null,null,"Location 2"]
["SPAN","R(L or R )","R(L or R )",1,2,3,4,5,6,"R(L or R )","R(L or R )",1,2,3,"MAX M."]
[0,null,null,{"$f":"A12*16/4","v":0},null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(D12:I12,J12:N12)","v":0},null,{"$f":"O12/2","v":0},{"$f":"O12*1.33","v":0}]
[{"$f":"A12+1","v":1},null,null,{"$f":"A13*16/4","v":4},null,null,null,null,null,null,null,null,null,null,4,null,{"$f":"O13/2","v":2},{"$f":"O13*1.33","v":5.32}]
[{"$f":"A13+1","v":2},null,null,{"$f":"A14*16/4","v":8},null,null,null,null,null,null,null,null,null,null,8,null,4,10.64]
[3,null,null,12,null,null,null,null,null,null,null,null,null,null,12,null,6,15.96]
[4,null,null,16,null,null,null,null,null,null,null,null,null,null,16,null,8,21.28]
[5,null,null,20,null,null,null,null,null,null,null,null,null,null,20,null,10,26.6]
[6,null,null,24,null,null,null,null,null,null,null,null,null,null,24,null,12,31.92]
[7,null,null,28,null,null,null,null,null,null,null,null,null,null,28,null,14,37.24]
[8,null,null,32,null,null,null,null,null,null,null,null,null,null,32,null,16,42.56]
[9,{"$f":"28-C21","v":10.888888888888889},{"$f":"28*(A21/2+1)/A21","v":17.111111111111111},null,{"$f":"B21*(A21/2-1)","v":38.111111111111114},null,null,null,null,null,null,null,null,null,38.111111111111114,null,19.055555555555557,50.687777777777782]
[{"$f":"A21+1","v":10},{"$f":"28-C22","v":11.2},{"$f":"28*(A22/2+1)/A22","v":16.8},null,44.8,null,null,null,null,null,null,null,null,null,44.8,null,22.4,59.583999999999996]
[11,11.454545454545453,16.545454545454547,null,51.54545454545454,null,null,null,null,null,null,null,null,null,51.54545454545454,null,25.77272727272727,68.555454545454538]
[12,11.666666666666668,16.333333333333332,null,58.333333333333343,null,null,null,null,null,null,null,null,null,58.333333333333343,null,29.166666666666671,77.583333333333357]
[13,11.846153846153847,16.153846153846153,null,65.15384615384616,null,null,null,null,null,null,null,null,null,65.15384615384616,null,32.57692307692308,86.654615384615397]
[14,12,16,null,72,null,null,null,null,null,null,null,null,null,72,null,36,95.76]
[15,12.133333333333333,15.866666666666667,null,78.86666666666666,null,null,null,null,null,null,null,null,null,78.86666666666666,null,39.43333333333333,104.89266666666667]
[16,12.25,15.75,null,85.75,null,null,null,null,null,null,null,null,null,85.75,null,42.875,114.0475]
[17,12.352941176470589,15.647058823529411,null,92.64705882352942,null,null,null,null,null,null,null,null,null,92.64705882352942,null,46.32352941176471,123.22058823529413]
[18,12.444444444444445,15.555555555555555,null,99.555555555555557,null,null,null,null,null,null,null,null,null,99.555555555555557,null,49.777777777777779,132.4088888888889]
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{"sheet":"SU4 Truck","index":35,"n_rows":312,"n_cols":21,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,2,9,10],[9,11,9,19]]}
[null,"TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
[null,"Span in feet , Moment in kip-feet"]
[]
[null,null,null,null,"Total axle on span =",2,3,4,5,6,7]
[null,null,null,null,"Total Weight =",34,{"$f":"F5+8","v":42},54,null,null,null,"kip"]
[null,null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(17*4+17*8)/G5","v":4.8571428571428568},{"$f":"(8*10+17*14+17*18)/H5","v":11.555555555555555},null,null,null,"ft"]
[null,null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"F6/2","v":1},{"$f":"(G6-4)/2","v":0.42857142857142838},{"$f":"(H6-10)/2","v":0.77777777777777768},null,null,null,"ft"]
[null,null,null,null,"2nd Adjacent Axle to the the CL of span =",{"$f":"F7","v":1},{"$f":"(8-G6)/2","v":1.5714285714285716},{"$f":"(14-H6)/2","v":1.2222222222222223},null,null,null,"ft"]
[]
[null,null,"Location 1",null,null,null,null,null,null,null,null,"Location 2"]
[null,"SPAN","RLeft","RRight",1,2,3,4,5,6,7,"RLeft","RRight",1,2,3,4,5,6,7,"MAX M."]
[null,0,null,null,{"$f":"B12*17/4","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E12:K12,N12:T12)","v":0}]
[null,{"$f":"B12+1","v":1},null,null,4.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E13:K13,N13:T13)","v":4.25}]
[null,{"$f":"B13+1","v":2},null,null,8.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8.5]
[null,3,null,null,12.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12.75]
[null,4,null,null,17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17]
[null,5,null,null,21.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21.25]
[null,6,null,null,25.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25.5]
[null,7,{"$f":"34-D19","v":12.142857142857142},{"$f":"(17*(B19/2-1)+17*(B19/2+3))/B19","v":21.857142857142858},null,{"$f":"C19*(B19/2-1)","v":30.357142857142854},null,null,null,null,null,{"$f":"34-M19","v":21.857142857142858},{"$f":"(17*(B19/2+1)+17*(B19/2+1-4))/B19","v":12.142857142857142},null,{"$f":"M19*(B19/2-1)","v":30.357142857142854},null,null,null,null,null,30.357142857142854]
[null,8,{"$f":"34-D20","v":12.75},{"$f":"(17*(B20/2-1)+17*(B20/2+3))/B20","v":21.25},null,{"$f":"C20*(B20/2-1)","v":38.25},null,null,null,null,null,{"$f":"34-M20","v":21.25},{"$f":"(17*(B20/2+1)+17*(B20/2+1-4))/B20","v":12.75},null,{"$f":"M20*(B20/2-1)","v":38.25},null,null,null,null,null,38.25]
[null,9,{"$f":"34-D21","v":13.222222222222221},{"$f":"(17*(B21/2-1)+17*(B21/2+3))/B21","v":20.777777777777779},null,{"$f":"C21*(B21/2-1)","v":46.277777777777771},null,null,null,null,null,{"$f":"34-M21","v":20.777777777777779},{"$f":"(17*(B21/2+1)+17*(B21/2+1-4))/B21","v":13.222222222222221},null,{"$f":"M21*(B21/2-1)","v":46.277777777777771},null,null,null,null,null,46.277777777777771]
[null,{"$f":"B21+1","v":10},{"$f":"42-D22","v":19.201800000000002},{"$f":"(17*(B22/2-0.429)+17*(B22/2-0.429+4)+8*(B22/2-0.429-4))/B22","v":22.798199999999998},null,null,{"$f":"C22*(B22/2-0.429)-8*4","v":55.771427799999998},null,null,null,null,{"$f":"42-M22","v":27.601800000000004},{"$f":"(17*(B22/2+1.571)+17*(B22/2+1.571-4)+8*(B22/2+1.571-8))/B22","v":14.398199999999997},null,null,{"$f":"M22*(B22/2-1.571)","v":49.371427799999992},null,null,null,null,55.771427799999998]
[null,11,{"$f":"42-D23","v":19.365272727272728},{"$f":"(17*(B23/2-0.429)+17*(B23/2-0.429+4)+8*(B23/2-0.429-4))/B23","v":22.634727272727272},null,null,{"$f":"C23*(B23/2-0.429)-8*4","v":66.201297999999994},null,null,null,null,{"$f":"42-M23","v":27.001636363636365},14.998363636363633,null,null,58.928570727272721,null,null,null,null,66.201297999999994]
[null,12,{"$f":"42-D24","v":19.501500000000004},{"$f":"(17*(B24/2-0.429)+17*(B24/2-0.429+4)+8*(B24/2-0.429-4))/B24","v":22.498499999999996},null,null,{"$f":"C24*(B24/2-0.429)-8*4","v":76.642856500000022},null,null,null,null,{"$f":"42-M24","v":26.5015},15.498499999999998,null,null,68.642856499999994,null,null,null,null,76.642856500000022]
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[null,25,20.280720000000002,21.719279999999998,null,null,212.80857112000001,null,null,null,null,23.640720000000002,{"$f":"(17*(B37/2+1.571)+17*(B37/2+1.571-4)+8*(B37/2+1.571-8))/B37","v":18.359279999999998},null,null,200.64857111999999,null,null,null,null,212.80857112000001]
[null,26,20.308384615384618,21.691615384615382,null,null,223.29670300000004,null,null,null,null,23.539153846153848,18.460846153846152,null,null,210.98901069230769,null,null,null,null,223.29670300000004]
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[null,28,{"$f":"(12*(B40/2+0.778+10)+8*(B40/2+0.778)+17*(B40/2+0.778-4)+17*(B40/2+0.778-4-4))/B40","v":25.500428571428575},{"$f":"$H$5-C40","v":28.499571428571425},null,null,null,{"$f":"C40*(B40/2-0.778)-12*10","v":217.16666657142861},null,null,null,{"$f":"54-M40","v":29.357571428571429},{"$f":"(17*(B40/2+1.222)+17*(B40/2+1.222+4)+8*(B40/2+1.222-4)+12*(B40/2+1.222-4-10))/B40","v":24.642428571428571},null,null,null,{"$f":"M40*(B40/2-1.222)-17*(4)","v":246.88095228571427},null,null,null,246.88095228571427]
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{"sheet":"SU5 Truck","index":36,"n_rows":312,"n_cols":21,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,2,9,10],[9,11,9,19]]}
[null,"TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
[null,"Span in feet , Moment in kip-feet"]
[]
[null,null,null,null,"Total axle on span =",2,3,4,5,6,7]
[null,null,null,null,"Total Weight =",34,{"$f":"F5+8","v":42},50,62,null,null,"kip"]
[null,null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(17*4+17*8)/G5","v":4.8571428571428568},{"$f":"(8*4+17*8+17*12)/H5","v":7.44},{"$f":"(8*10+8*14+17*18+17*22)/I5","v":14.064516129032258},null,null,"ft"]
[null,null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"F6/2","v":1},{"$f":"(G6-4)/2","v":0.42857142857142838},{"$f":"(H6-4)/2","v":1.7200000000000002},{"$f":"(I6-14)/2","v":3.2258064516129004E-2},null,null,"ft"]
[null,null,null,null,"2nd Adjacent Axle to the the CL of span =",{"$f":"F7","v":1},{"$f":"(8-G6)/2","v":1.5714285714285716},{"$f":"(8-H6)/2","v":0.2799999999999998},{"$f":"(18-I6)/2","v":1.967741935483871},null,null,"ft"]
[]
[null,null,"Location 1",null,null,null,null,null,null,null,null,"Location 2"]
[null,"SPAN","RLeft","RRight",1,2,3,4,5,6,7,"RLeft","RRight",1,2,3,4,5,6,7,"MAX M."]
[null,0,null,null,{"$f":"B12*17/4","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E12:K12,N12:T12)","v":0}]
[null,{"$f":"B12+1","v":1},null,null,4.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E13:K13,N13:T13)","v":4.25}]
[null,{"$f":"B13+1","v":2},null,null,8.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8.5]
[null,3,null,null,12.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12.75]
[null,4,null,null,17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17]
[null,5,null,null,21.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21.25]
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[null,296,30.993189189189192,31.006810810810808,null,null,null,null,4386.0002179459461,null,null,31.412108108108111,30.587891891891889,null,null,null,null,4398.811028756757,null,null,4398.811028756757]
[null,297,30.993212121212121,31.006787878787879,null,null,null,null,4401.5002172121212,null,null,31.41072053872054,30.58927946127946,null,null,null,null,4414.3082980202025,null,null,4414.3082980202025]
[null,298,30.993234899328861,31.006765100671139,null,null,null,null,4417.0002164832213,null,null,31.409342281879194,30.590657718120806,null,null,null,null,4429.8055856107385,null,null,4429.8055856107385]
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{"sheet":"SU6 Truck","index":37,"n_rows":312,"n_cols":21,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,2,9,10],[9,11,9,19]]}
[null,"TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
[null,"Span in feet , Moment in kip-feet"]
[]
[null,null,null,null,"Total axle on span =",2,3,4,5,6,7]
[null,null,null,null,"Total Weight =",34,{"$f":"F5+8","v":42},50,58,69.5,null,"kip"]
[null,null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(17*4+17*8)/G5","v":4.8571428571428568},{"$f":"(17*4+17*8+8*12)/H5","v":6},{"$f":"(8*4+17*8+17*12+8*16)/I5","v":8.6206896551724146},{"$f":"(8*10+8*14+17*18+17*22+8*26)/J5","v":15.53956834532374},null,"ft"]
[null,null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"F6/2","v":1},{"$f":"(G6-4)/2","v":0.42857142857142838},{"$f":"(H6-4)/2","v":1},{"$f":"(I6-8)/2","v":0.31034482758620729},{"$f":"(J6-14)/2","v":0.76978417266187016},null,"ft"]
[null,null,null,null,"2nd Adjacent Axle to the the CL of span =",{"$f":"F7","v":1},{"$f":"(8-G6)/2","v":1.5714285714285716},{"$f":"(8-H6)/2","v":1},{"$f":"(12-I6)/2","v":1.6896551724137927},{"$f":"(18-J6)/2","v":1.2302158273381298},null,"ft"]
[]
[null,null,"Location 1",null,null,null,null,null,null,null,null,"Location 2"]
[null,"SPAN","R(Left)","R(Right)",1,2,3,4,5,6,7,"R(Left)","R(Right)",1,2,3,4,5,6,7,"MAX M."]
[null,0,null,null,{"$f":"B12*17/4","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E12:K12,N12:T12)","v":0}]
[null,{"$f":"B12+1","v":1},null,null,4.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E13:K13,N13:T13)","v":4.25}]
[null,{"$f":"B13+1","v":2},null,null,8.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8.5]
[null,3,null,null,12.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12.75]
[null,4,null,null,17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17]
[null,5,null,null,21.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21.25]
[null,6,null,null,25.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25.5]
[null,7,{"$f":"34-D19","v":12.142857142857142},{"$f":"(17*(B19/2-1)+17*(B19/2+3))/B19","v":21.857142857142858},null,{"$f":"C19*(B19/2-1)","v":30.357142857142854},null,null,null,null,null,{"$f":"34-M19","v":21.857142857142858},{"$f":"(17*(B19/2+1)+17*(B19/2+1-4))/B19","v":12.142857142857142},null,{"$f":"M19*(B19/2-1)","v":30.357142857142854},null,null,null,null,null,30.357142857142854]
[null,8,{"$f":"34-D20","v":12.75},{"$f":"(17*(B20/2-1)+17*(B20/2+3))/B20","v":21.25},null,{"$f":"C20*(B20/2-1)","v":38.25},null,null,null,null,null,{"$f":"34-M20","v":21.25},{"$f":"(17*(B20/2+1)+17*(B20/2+1-4))/B20","v":12.75},null,{"$f":"M20*(B20/2-1)","v":38.25},null,null,null,null,null,38.25]
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[null,298,{"$f":"69.5-D310","v":34.570520134228182},{"$f":"(8*(B310/2-0.77)+8*(B310/2-0.77-4)+11.5*(B310/2-0.77-4-10)+17*(B310/2-0.77+4)+17*(B310/2-0.77+8)+8*(B310/2-0.77+12))/B310","v":34.929479865771818},null,null,null,null,null,{"$f":"C310*(B310/2-0.77)-8*4-11.5*14","v":4931.3881994966432},null,{"$f":"69.5-M310","v":35.036963087248317},{"$f":"(17*(B310/2+1.23)+17*(B310/2+1.23+4)+8*(B310/2+1.23+8)+8*(B310/2+1.23-4)+8*(B310/2+1.23-8)+11.5*(B310/2+1.23-8-10))/B310","v":34.463036912751683},null,null,null,null,null,{"$f":"M310*(B310/2-1.23)-17*4-8*8","v":4960.6029645973167},null,4960.6029645973167]
[null,299,{"$f":"69.5-D311","v":34.571120401337794},{"$f":"(8*(B311/2-0.77)+8*(B311/2-0.77-4)+11.5*(B311/2-0.77-4-10)+17*(B311/2-0.77+4)+17*(B311/2-0.77+8)+8*(B311/2-0.77+12))/B311","v":34.928879598662206},null,null,null,null,null,{"$f":"C311*(B311/2-0.77)-8*4-11.5*14","v":4948.7627372909701},null,{"$f":"69.5-M311","v":35.036003344481607},{"$f":"(17*(B311/2+1.23)+17*(B311/2+1.23+4)+8*(B311/2+1.23+8)+8*(B311/2+1.23-4)+8*(B311/2+1.23-8)+11.5*(B311/2+1.23-8-10))/B311","v":34.463996655518393},null,null,null,null,null,{"$f":"M311*(B311/2-1.23)-17*4-8*8","v":4977.9767841137127},null,4977.9767841137127]
[null,300,{"$f":"69.5-D312","v":34.571716666666667},{"$f":"(8*(B312/2-0.77)+8*(B312/2-0.77-4)+11.5*(B312/2-0.77-4-10)+17*(B312/2-0.77+4)+17*(B312/2-0.77+8)+8*(B312/2-0.77+12))/B312","v":34.928283333333333},null,null,null,null,null,{"$f":"C312*(B312/2-0.77)-8*4-11.5*14","v":4966.137278166666},null,{"$f":"69.5-M312","v":35.035049999999998},{"$f":"(17*(B312/2+1.23)+17*(B312/2+1.23+4)+8*(B312/2+1.23+8)+8*(B312/2+1.23-4)+8*(B312/2+1.23-8)+11.5*(B312/2+1.23-8-10))/B312","v":34.464950000000002},null,null,null,null,null,{"$f":"M312*(B312/2-1.23)-17*4-8*8","v":4995.3506115000009},null,4995.3506115000009]

{"sheet":"SU7 Truck","index":38,"n_rows":312,"n_cols":21,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,2,9,10],[9,11,9,19]]}
[null,"TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
[null,"Span in feet , Moment in kip-feet"]
[]
[null,null,null,null,"Total axle on span =",2,3,4,5,6,7]
[null,null,null,null,"Total Weight =",34,{"$f":"F5+8","v":42},50,58,66,77.5,"kip"]
[null,null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(17*4+17*8)/G5","v":4.8571428571428568},{"$f":"(17*4+17*8+8*12)/H5","v":6},{"$f":"(8*4+17*8+17*12+8*16)/I5","v":8.6206896551724146},{"$f":"(8*4+17*8+17*12+8*16+8*20)/J5","v":10},{"$f":"(8*10+8*14+17*18+17*22+8*26+8*30)/K5","v":17.032258064516128},"ft"]
[null,null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"F6/2","v":1},{"$f":"(G6-4)/2","v":0.42857142857142838},{"$f":"(H6-4)/2","v":1},{"$f":"(I6-8)/2","v":0.31034482758620729},{"$f":"(J6-8)/2","v":1},{"$f":"(K6-14)/2","v":1.5161290322580641},"ft"]
[null,null,null,null,"2nd Adjacent Axle to the the CL of span =",{"$f":"F7","v":1},{"$f":"(8-G6)/2","v":1.5714285714285716},{"$f":"(8-H6)/2","v":1},{"$f":"(12-I6)/2","v":1.6896551724137927},{"$f":"(12-J6)/2","v":1},{"$f":"(18-K6)/2","v":0.48387096774193594},"ft"]
[]
[null,null,"Location 1",null,null,null,null,null,null,null,null,"Location 2"]
[null,"SPAN","R(Left)","R(Right)",1,2,3,4,5,6,7,"R(Left)","R(Right)",1,2,3,4,5,6,7,"MAX M."]
[null,0,null,null,{"$f":"B12*17/4","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E12:K12,N12:T12)","v":0}]
[null,{"$f":"B12+1","v":1},null,null,4.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(E13:K13,N13:T13)","v":4.25}]
[null,{"$f":"B13+1","v":2},null,null,8.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,8.5]
[null,3,null,null,12.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12.75]
[null,4,null,null,17,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,17]
[null,5,null,null,21.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,21.25]
[null,6,null,null,25.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,25.5]
[null,7,{"$f":"34-D19","v":12.142857142857142},{"$f":"(17*(B19/2-1)+17*(B19/2+3))/B19","v":21.857142857142858},null,{"$f":"C19*(B19/2-1)","v":30.357142857142854},null,null,null,null,null,{"$f":"34-M19","v":21.857142857142858},{"$f":"(17*(B19/2+1)+17*(B19/2+1-4))/B19","v":12.142857142857142},null,{"$f":"M19*(B19/2-1)","v":30.357142857142854},null,null,null,null,null,30.357142857142854]
[null,8,{"$f":"34-D20","v":12.75},{"$f":"(17*(B20/2-1)+17*(B20/2+3))/B20","v":21.25},null,{"$f":"C20*(B20/2-1)","v":38.25},null,null,null,null,null,{"$f":"34-M20","v":21.25},{"$f":"(17*(B20/2+1)+17*(B20/2+1-4))/B20","v":12.75},null,{"$f":"M20*(B20/2-1)","v":38.25},null,null,null,null,null,38.25]
[null,9,{"$f":"34-D21","v":13.222222222222221},{"$f":"(17*(B21/2-1)+17*(B21/2+3))/B21","v":20.777777777777779},null,{"$f":"C21*(B21/2-1)","v":46.277777777777771},null,null,null,null,null,{"$f":"34-M21","v":20.777777777777779},{"$f":"(17*(B21/2+1)+17*(B21/2+1-4))/B21","v":13.222222222222221},null,{"$f":"M21*(B21/2-1)","v":46.277777777777771},null,null,null,null,null,46.277777777777771]
[null,{"$f":"B21+1","v":10},{"$f":"42-D22","v":19.201800000000002},{"$f":"(17*(B22/2-0.429)+17*(B22/2-0.429+4)+8*(B22/2-0.429-4))/B22","v":22.798199999999998},null,null,{"$f":"C22*(B22/2-0.429)-8*4","v":55.771427799999998},null,null,null,null,{"$f":"42-M22","v":27.601800000000004},{"$f":"(17*(B22/2+1.571)+17*(B22/2+1.571-4)+8*(B22/2+1.571-8))/B22","v":14.398199999999997},null,null,{"$f":"M22*(B22/2-1.571)","v":49.371427799999992},null,null,null,null,55.771427799999998]
[null,11,{"$f":"42-D23","v":19.365272727272728},{"$f":"(17*(B23/2-0.429)+17*(B23/2-0.429+4)+8*(B23/2-0.429-4))/B23","v":22.634727272727272},null,null,{"$f":"C23*(B23/2-0.429)-8*4","v":66.201297999999994},null,null,null,null,{"$f":"42-M23","v":27.001636363636365},{"$f":"(17*(B23/2+1.571)+17*(B23/2+1.571-4)+8*(B23/2+1.571-8))/B23","v":14.998363636363633},null,null,{"$f":"M23*(B23/2-1.571)","v":58.928570727272721},null,null,null,null,66.201297999999994]
[null,12,{"$f":"42-D24","v":19.501500000000004},{"$f":"(17*(B24/2-0.429)+17*(B24/2-0.429+4)+8*(B24/2-0.429-4))/B24","v":22.498499999999996},null,null,{"$f":"C24*(B24/2-0.429)-8*4","v":76.642856500000022},null,null,null,null,{"$f":"42-M24","v":26.5015},{"$f":"(17*(B24/2+1.571)+17*(B24/2+1.571-4)+8*(B24/2+1.571-8))/B24","v":15.498499999999998},null,null,{"$f":"M24*(B24/2-1.571)","v":68.642856499999994},null,null,null,null,76.642856500000022]
[null,13,{"$f":"42-D25","v":19.616769230769233},{"$f":"(17*(B25/2-0.429)+17*(B25/2-0.429+4)+8*(B25/2-0.429-4))/B25","v":22.383230769230767},null,null,{"$f":"C25*(B25/2-0.429)-8*4","v":87.093406000000002},null,null,null,null,{"$f":"42-M25","v":26.078307692307696},{"$f":"(17*(B25/2+1.571)+17*(B25/2+1.571-4)+8*(B25/2+1.571-8))/B25","v":15.921692307692306},null,null,{"$f":"M25*(B25/2-1.571)","v":78.478021384615374},null,null,null,null,87.093406000000002]
[null,14,{"$f":"42-D26","v":19.71557142857143},{"$f":"(17*(B26/2-0.429)+17*(B26/2-0.429+4)+8*(B26/2-0.429-4))/B26","v":22.28442857142857},null,null,{"$f":"C26*(B26/2-0.429)-8*4","v":97.551019857142848},null,null,null,null,{"$f":"42-M26","v":25.71557142857143},{"$f":"(17*(B26/2+1.571)+17*(B26/2+1.571-4)+8*(B26/2+1.571-8))/B26","v":16.28442857142857},null,null,{"$f":"M26*(B26/2-1.571)","v":88.408162714285709},null,null,null,null,97.551019857142848]
[null,15,{"$f":"50-D27","v":21.666666666666668},{"$f":"(17*(B27/2-1)+8*(B27/2-1-4)+17*(B27/2-1+4)+8*(B27/2-1+8))/B27","v":28.333333333333332},null,null,null,{"$f":"C27*(B27/2-1)-8*4","v":108.83333333333334},null,null,null,{"$f":"50-M27","v":28.333333333333332},{"$f":"(17*(B27/2+1)+8*(B27/2+1+4)+17*(B27/2+1-4)+8*(B27/2+1-8))/B27","v":21.666666666666668},null,null,null,{"$f":"M27*(B27/2-1)-8*4","v":108.83333333333334},null,null,null,108.83333333333334]
[null,16,{"$f":"50-D28","v":21.875},{"$f":"(17*(B28/2-1)+8*(B28/2-1-4)+17*(B28/2-1+4)+8*(B28/2-1+8))/B28","v":28.125},null,null,null,{"$f":"C28*(B28/2-1)-8*4","v":121.125},null,null,null,{"$f":"50-M28","v":28.125},{"$f":"(17*(B28/2+1)+8*(B28/2+1+4)+17*(B28/2+1-4)+8*(B28/2+1-8))/B28","v":21.875},null,null,null,{"$f":"M28*(B28/2-1)-8*4","v":121.125},null,null,null,121.125]
[null,17,{"$f":"50-D29","v":22.058823529411764},{"$f":"(17*(B29/2-1)+8*(B29/2-1-4)+17*(B29/2-1+4)+8*(B29/2-1+8))/B29","v":27.941176470588236},null,null,null,{"$f":"C29*(B29/2-1)-8*4","v":133.44117647058823},null,null,null,{"$f":"50-M29","v":27.941176470588236},{"$f":"(17*(B29/2+1)+8*(B29/2+1+4)+17*(B29/2+1-4)+8*(B29/2+1-8))/B29","v":22.058823529411764},null,null,null,{"$f":"M29*(B29/2-1)-8*4","v":133.44117647058823},null,null,null,133.44117647058823]
[null,18,{"$f":"58-D30","v":27.998888888888889},{"$f":"(17*(B30/2-0.31)+8*(B30/2-0.31-4)+8*(B30/2-0.31-8)+17*(B30/2-0.31+4)+8*(B30/2-0.31+8))/B30","v":30.001111111111111},null,null,null,null,{"$f":"C30*(B30/2-0.31)-8*4-8*8","v":147.31034444444444},null,null,{"$f":"58-M30","v":34.443333333333335},{"$f":"(17*(B30/2+1.69)+8*(B30/2+1.69+4)+17*(B30/2+1.69-4)+8*(B30/2+1.69-8)+8*(B30/2+1.69-12))/B30","v":23.556666666666665},null,null,null,null,{"$f":"M30*(B30/2-1.69)-8*4","v":140.19923333333332},null,null,147.31034444444444]
[null,19,{"$f":"58-D31","v":28.051578947368423},{"$f":"(17*(B31/2-0.31)+8*(B31/2-0.31-4)+8*(B31/2-0.31-8)+17*(B31/2-0.31+4)+8*(B31/2-0.31+8))/B31","v":29.948421052631577},null,null,null,null,{"$f":"C31*(B31/2-0.31)-8*4-8*8","v":161.79401052631579},null,null,{"$f":"58-M31","v":34.156842105263159},{"$f":"(17*(B31/2+1.69)+8*(B31/2+1.69+4)+17*(B31/2+1.69-4)+8*(B31/2+1.69-8)+8*(B31/2+1.69-12))/B31","v":23.843157894736841},null,null,null,null,{"$f":"M31*(B31/2-1.69)-8*4","v":154.21506315789475},null,null,161.79401052631579]
[null,20,{"$f":"58-D32","v":28.099},{"$f":"(17*(B32/2-0.31)+8*(B32/2-0.31-4)+8*(B32/2-0.31-8)+17*(B32/2-0.31+4)+8*(B32/2-0.31+8))/B32","v":29.901},null,null,null,null,{"$f":"C32*(B32/2-0.31)-8*4-8*8","v":176.27931000000001},null,null,{"$f":"58-M32","v":33.899000000000001},{"$f":"(17*(B32/2+1.69)+8*(B32/2+1.69+4)+17*(B32/2+1.69-4)+8*(B32/2+1.69-8)+8*(B32/2+1.69-12))/B32","v":24.100999999999999},null,null,null,null,{"$f":"M32*(B32/2-1.69)-8*4","v":168.27931000000001},null,null,176.27931000000001]
[null,21,{"$f":"58-D33","v":28.141904761904762},{"$f":"(17*(B33/2-0.31)+8*(B33/2-0.31-4)+8*(B33/2-0.31-8)+17*(B33/2-0.31+4)+8*(B33/2-0.31+8))/B33","v":29.858095238095238},null,null,null,null,{"$f":"C33*(B33/2-0.31)-8*4-8*8","v":190.76600952380949},null,null,{"$f":"58-M33","v":33.665714285714287},{"$f":"(17*(B33/2+1.69)+8*(B33/2+1.69+4)+17*(B33/2+1.69-4)+8*(B33/2+1.69-8)+8*(B33/2+1.69-12))/B33","v":24.334285714285713},null,null,null,null,{"$f":"M33*(B33/2-1.69)-8*4","v":182.38505714285714},null,null,190.76600952380949]
[null,22,{"$f":"58-D34","v":28.180909090909093},{"$f":"(17*(B34/2-0.31)+8*(B34/2-0.31-4)+8*(B34/2-0.31-8)+17*(B34/2-0.31+4)+8*(B34/2-0.31+8))/B34","v":29.819090909090907},null,null,null,null,{"$f":"C34*(B34/2-0.31)-8*4-8*8","v":205.25391818181822},null,null,{"$f":"58-M34","v":33.453636363636363},{"$f":"(17*(B34/2+1.69)+8*(B34/2+1.69+4)+17*(B34/2+1.69-4)+8*(B34/2+1.69-8)+8*(B34/2+1.69-12))/B34","v":24.546363636363637},null,null,null,null,{"$f":"M34*(B34/2-1.69)-8*4","v":196.52664545454547},null,null,205.25391818181822]
[null,23,{"$f":"66-D35","v":30.130434782608695},{"$f":"(17*(B35/2-1)+8*(B35/2-1-4)+8*(B35/2-1-8)+17*(B35/2-1+4)+8*(B35/2-1+8)+8*(B35/2-1+12))/B35","v":35.869565217391305},null,null,null,null,null,{"$f":"C35*(B35/2-1)-8*4-8*8","v":220.36956521739131},null,{"$f":"66-M35","v":35.869565217391305},{"$f":"(17*(B35/2+1)+8*(B35/2+1+4)+8*(B35/2+1+8)+17*(B35/2+1-4)+8*(B35/2+1-8)+8*(B35/2+1-12))/B35","v":30.130434782608695},null,null,null,null,null,{"$f":"M35*(B35/2-1)-8*4-8*8","v":220.36956521739131},null,220.36956521739131]
[null,24,{"$f":"66-D36","v":30.25},{"$f":"(17*(B36/2-1)+8*(B36/2-1-4)+8*(B36/2-1-8)+17*(B36/2-1+4)+8*(B36/2-1+8)+8*(B36/2-1+12))/B36","v":35.75},null,null,null,null,null,{"$f":"C36*(B36/2-1)-8*4-8*8","v":236.75},null,{"$f":"66-M36","v":35.75},{"$f":"(17*(B36/2+1)+8*(B36/2+1+4)+8*(B36/2+1+8)+17*(B36/2+1-4)+8*(B36/2+1-8)+8*(B36/2+1-12))/B36","v":30.25},null,null,null,null,null,{"$f":"M36*(B36/2-1)-8*4-8*8","v":236.75},null,236.75]
[null,25,{"$f":"66-D37","v":30.36},{"$f":"(17*(B37/2-1)+8*(B37/2-1-4)+8*(B37/2-1-8)+17*(B37/2-1+4)+8*(B37/2-1+8)+8*(B37/2-1+12))/B37","v":35.64},null,null,null,null,null,{"$f":"C37*(B37/2-1)-8*4-8*8","v":253.14},null,{"$f":"66-M37","v":35.64},{"$f":"(17*(B37/2+1)+8*(B37/2+1+4)+8*(B37/2+1+8)+17*(B37/2+1-4)+8*(B37/2+1-8)+8*(B37/2+1-12))/B37","v":30.36},null,null,null,null,null,{"$f":"M37*(B37/2-1)-8*4-8*8","v":253.14},null,253.14]
[null,26,{"$f":"66-D38","v":30.46153846153846},{"$f":"(17*(B38/2-1)+8*(B38/2-1-4)+8*(B38/2-1-8)+17*(B38/2-1+4)+8*(B38/2-1+8)+8*(B38/2-1+12))/B38","v":35.53846153846154},null,null,null,null,null,{"$f":"C38*(B38/2-1)-8*4-8*8","v":269.53846153846155},null,{"$f":"66-M38","v":35.53846153846154},{"$f":"(17*(B38/2+1)+8*(B38/2+1+4)+8*(B38/2+1+8)+17*(B38/2+1-4)+8*(B38/2+1-8)+8*(B38/2+1-12))/B38","v":30.46153846153846},null,null,null,null,null,{"$f":"M38*(B38/2-1)-8*4-8*8","v":269.53846153846155},null,269.53846153846155]
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[null,255,38.289176470588238,39.210823529411762,null,null,null,null,null,null,4630.8236084705886,38.897019607843134,38.602980392156866,null,null,null,null,null,null,4675.196157490197,4675.196157490197]
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[null,{"$f":"B269+1","v":258},38.294534883720935,39.205465116279065,null,null,null,null,null,null,4688.9404851162799,38.895310077519369,38.604689922480631,null,null,null,null,null,null,4733.3203300775203,4733.3203300775203]
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[null,260,38.298038461538461,39.201961538461539,null,null,null,null,null,null,4727.6851736923081,38.8941923076923,38.6058076923077,null,null,null,null,null,null,4772.0697890769234,4772.0697890769234]
[null,261,38.299770114942525,39.200229885057475,null,null,null,null,null,null,4747.057548505747,38.893639846743284,38.606360153256716,null,null,null,null,null,null,4791.4445216858248,4791.4445216858248]
[null,262,38.30148854961832,39.19851145038168,null,null,null,null,null,null,4766.4299433587785,38.893091603053428,38.606908396946572,null,null,null,null,null,null,4810.8192563358789,4810.8192563358789]
[null,263,38.303193916349812,39.196806083650188,null,null,null,null,null,null,4785.8023580228146,38.892547528517106,38.607452471482894,null,null,null,null,null,null,4830.1939930038025,4830.1939930038025]
[null,264,38.304886363636363,39.195113636363637,null,null,null,null,null,null,4805.1747922727272,38.892007575757567,38.607992424242433,null,null,null,null,null,null,4849.5687316666672,4849.5687316666672]
[null,265,38.306566037735848,39.193433962264152,null,null,null,null,null,null,4824.5472458867926,38.8914716981132,38.6085283018868,null,null,null,null,null,null,4868.9434723018876,4868.9434723018876]
[null,266,38.308233082706764,39.191766917293236,null,null,null,null,null,null,4843.9197186466163,38.890939849624054,38.609060150375946,null,null,null,null,null,null,4888.3182148872183,4888.3182148872183]
[null,267,38.309887640449439,39.190112359550561,null,null,null,null,null,null,4863.2922103370793,38.890411985018716,38.609588014981284,null,null,null,null,null,null,4907.6929594007497,4907.6929594007497]
[null,268,38.311529850746268,39.188470149253732,null,null,null,null,null,null,4882.6647207462693,38.889888059701484,38.610111940298516,null,null,null,null,null,null,4927.0677058208967,4927.0677058208967]
[null,269,38.313159851301116,39.186840148698884,null,null,null,null,null,null,4902.0372496654281,38.889368029739771,38.610631970260229,null,null,null,null,null,null,4946.4424541263943,4946.4424541263943]
[null,270,38.314777777777785,39.185222222222215,null,null,null,null,null,null,4921.40979688889,38.888851851851847,38.611148148148153,null,null,null,null,null,null,4965.8172042962969,4965.8172042962969]
[null,271,38.316383763837642,39.183616236162358,null,null,null,null,null,null,4940.7823622140231,38.888339483394823,38.611660516605177,null,null,null,null,null,null,4985.1919563099646,4985.1919563099646]
[null,272,38.31797794117648,39.18202205882352,null,null,null,null,null,null,4960.1549454411779,38.887830882352937,38.612169117647063,null,null,null,null,null,null,5004.566710147059,5004.566710147059]
[null,273,38.319560439560448,39.180439560439552,null,null,null,null,null,null,4979.527546373628,38.887326007326003,38.612673992673997,null,null,null,null,null,null,5023.9414657875459,5023.9414657875459]
[null,274,38.321131386861317,39.178868613138683,null,null,null,null,null,null,4998.900164817519,38.886824817518239,38.613175182481761,null,null,null,null,null,null,5043.3162232116802,5043.3162232116802]
[null,275,38.322690909090916,39.177309090909084,null,null,null,null,null,null,5018.2728005818199,38.886327272727272,38.613672727272728,null,null,null,null,null,null,5062.6909823999995,5062.6909823999995]
[null,276,38.32423913043479,39.17576086956521,null,null,null,null,null,null,5037.6454534782624,38.885833333333331,38.614166666666669,null,null,null,null,null,null,5082.0657433333336,5082.0657433333336]
[null,277,38.325776173285206,39.174223826714794,null,null,null,null,null,null,5057.0181233213007,38.88534296028881,38.61465703971119,null,null,null,null,null,null,5101.4405059927794,5101.4405059927794]
[null,278,38.32730215827339,39.17269784172661,null,null,null,null,null,null,5076.3908099280588,38.884856115107915,38.615143884892085,null,null,null,null,null,null,5120.8152703597116,5120.8152703597116]
[null,279,38.328817204301082,39.171182795698918,null,null,null,null,null,null,5095.7635131182806,38.884372759856632,38.615627240143368,null,null,null,null,null,null,5140.19003641577,5140.19003641577]
[null,280,38.330321428571438,39.169678571428562,null,null,null,null,null,null,5115.136232714287,38.883892857142854,38.616107142857146,null,null,null,null,null,null,5159.5648041428576,5159.5648041428576]
[null,281,38.331814946619225,39.168185053380775,null,null,null,null,null,null,5134.5089685409266,38.883416370106758,38.616583629893242,null,null,null,null,null,null,5178.9395735231319,5178.9395735231319]
[null,282,38.333297872340431,39.166702127659569,null,null,null,null,null,null,5153.8817204255329,38.882943262411345,38.617056737588655,null,null,null,null,null,null,5198.3143445390069,5198.3143445390069]
[null,283,38.334770318021206,39.165229681978794,null,null,null,null,null,null,5173.2544881978811,38.882473498233217,38.617526501766783,null,null,null,null,null,null,5217.689117173144,5217.689117173144]
[null,284,38.336232394366206,39.163767605633794,null,null,null,null,null,null,5192.6272716901422,38.88200704225352,38.61799295774648,null,null,null,null,null,null,5237.0638914084502,5237.0638914084502]
[null,285,38.337684210526319,39.162315789473681,null,null,null,null,null,null,5212.0000707368426,38.881543859649121,38.618456140350879,null,null,null,null,null,null,5256.4386672280698,5256.4386672280698]
[null,286,38.339125874125877,39.160874125874123,null,null,null,null,null,null,5231.3728851748256,38.881083916083917,38.618916083916083,null,null,null,null,null,null,5275.8134446153845,5275.8134446153845]
[null,287,38.340557491289204,39.159442508710796,null,null,null,null,null,null,5250.7457148432068,38.880627177700347,38.619372822299653,null,null,null,null,null,null,5295.188223554007,5295.188223554007]
[null,288,38.341979166666675,39.158020833333325,null,null,null,null,null,null,5270.1185595833349,38.880173611111111,38.619826388888889,null,null,null,null,null,null,5314.5630040277774,5314.5630040277774]
[null,289,38.343391003460212,39.156608996539788,null,null,null,null,null,null,5289.491419238755,38.879723183391,38.620276816609,null,null,null,null,null,null,5333.9377860207615,5333.9377860207615]
[null,290,38.344793103448282,39.155206896551718,null,null,null,null,null,null,5308.8642936551732,38.879275862068965,38.620724137931035,null,null,null,null,null,null,5353.3125695172412,5353.3125695172412]
[null,291,38.346185567010316,39.153814432989684,null,null,null,null,null,null,5328.2371826804138,38.878831615120276,38.621168384879724,null,null,null,null,null,null,5372.6873545017179,5372.6873545017179]
[null,292,38.347568493150689,39.152431506849311,null,null,null,null,null,null,5347.6100861643845,38.8783904109589,38.6216095890411,null,null,null,null,null,null,5392.0621409589039,5392.0621409589039]
[null,293,38.348941979522188,39.151058020477812,null,null,null,null,null,null,5366.9830039590452,38.877952218430032,38.622047781569968,null,null,null,null,null,null,5411.4369288737198,5411.4369288737198]
[null,294,38.350306122448984,39.149693877551016,null,null,null,null,null,null,5386.3559359183682,38.877517006802719,38.622482993197281,null,null,null,null,null,null,5430.8117182312926,5430.8117182312926]
[null,295,38.351661016949159,39.148338983050841,null,null,null,null,null,null,5405.7288818983061,38.877084745762708,38.622915254237292,null,null,null,null,null,null,5450.1865090169495,5450.1865090169495]
[null,296,38.353006756756763,39.146993243243237,null,null,null,null,null,null,5425.1018417567584,38.876655405405401,38.623344594594599,null,null,null,null,null,null,5469.5613012162166,5469.5613012162166]
[null,297,{"$f":"77.5-D309","v":38.354343434343441},{"$f":"(8*(B309/2-1.516)+8*(B309/2-1.516-4)+11.5*(B309/2-1.516-14)+17*(B309/2-1.516+4)+17*(B309/2-1.516+8)+8*(B309/2-1.516+12)+8*(B309/2-1.516+16))/B309","v":39.145656565656559},null,null,null,null,null,null,{"$f":"C309*(B309/2-1.516)-8*4-11.5*14","v":5444.4748153535365},{"$f":"77.5-M309","v":38.876228956228957},{"$f":"(17*(B309/2+0.484)+17*(B309/2+0.484+4)+8*(B309/2+0.484+8)+8*(B309/2+0.484+12)+8*(B309/2+0.484-4)+8*(B309/2+0.484-8)+11.5*(B309/2+0.484-18))/B309","v":38.623771043771043},null,null,null,null,null,null,{"$f":"M309*(B309/2-0.484)-17*4-8*8-8*12","v":5488.9360948148142},5488.9360948148142]
[null,298,{"$f":"77.5-D310","v":38.355671140939606},{"$f":"(8*(B310/2-1.516)+8*(B310/2-1.516-4)+11.5*(B310/2-1.516-14)+17*(B310/2-1.516+4)+17*(B310/2-1.516+8)+8*(B310/2-1.516+12)+8*(B310/2-1.516+16))/B310","v":39.144328859060394},null,null,null,null,null,null,{"$f":"C310*(B310/2-1.516)-8*4-11.5*14","v":5463.8478025503373},{"$f":"77.5-M310","v":38.875805369127519},{"$f":"(17*(B310/2+0.484)+17*(B310/2+0.484+4)+8*(B310/2+0.484+8)+8*(B310/2+0.484+12)+8*(B310/2+0.484-4)+8*(B310/2+0.484-8)+11.5*(B310/2+0.484-18))/B310","v":38.624194630872481},null,null,null,null,null,null,{"$f":"M310*(B310/2-0.484)-17*4-8*8-8*12","v":5508.3108897986567},5508.3108897986567]
[null,299,{"$f":"77.5-D311","v":38.35698996655519},{"$f":"(8*(B311/2-1.516)+8*(B311/2-1.516-4)+11.5*(B311/2-1.516-14)+17*(B311/2-1.516+4)+17*(B311/2-1.516+8)+8*(B311/2-1.516+12)+8*(B311/2-1.516+16))/B311","v":39.14301003344481},null,null,null,null,null,null,{"$f":"C311*(B311/2-1.516)-8*4-11.5*14","v":5483.2208032107037},{"$f":"77.5-M311","v":38.875384615384611},{"$f":"(17*(B311/2+0.484)+17*(B311/2+0.484+4)+8*(B311/2+0.484+8)+8*(B311/2+0.484+12)+8*(B311/2+0.484-4)+8*(B311/2+0.484-8)+11.5*(B311/2+0.484-18))/B311","v":38.624615384615389},null,null,null,null,null,null,{"$f":"M311*(B311/2-0.484)-17*4-8*8-8*12","v":5527.6856861538463},5527.6856861538463]
[null,300,{"$f":"77.5-D312","v":38.358300000000007},{"$f":"(8*(B312/2-1.516)+8*(B312/2-1.516-4)+11.5*(B312/2-1.516-14)+17*(B312/2-1.516+4)+17*(B312/2-1.516+8)+8*(B312/2-1.516+12)+8*(B312/2-1.516+16))/B312","v":39.141699999999993},null,null,null,null,null,null,{"$f":"C312*(B312/2-1.516)-8*4-11.5*14","v":5502.5938172000015},{"$f":"77.5-M312","v":38.874966666666666},{"$f":"(17*(B312/2+0.484)+17*(B312/2+0.484+4)+8*(B312/2+0.484+8)+8*(B312/2+0.484+12)+8*(B312/2+0.484-4)+8*(B312/2+0.484-8)+11.5*(B312/2+0.484-18))/B312","v":38.625033333333334},null,null,null,null,null,null,{"$f":"M312*(B312/2-0.484)-17*4-8*8-8*12","v":5547.0604838666668},5547.0604838666668]

{"sheet":"EV2","index":39,"n_rows":312,"n_cols":10,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,1,9,4],[9,5,9,8]]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[]
[null,null,null,"Total axle on span =",2]
[null,null,null,"Total Weight =",{"$f":"33.5+24","v":57.5},"kip"]
[null,null,null,"Distance from 1st axle to the resultant load =",{"$f":"24*15/E5","v":6.2608695652173916},"ft"]
[null,null,null,"1st Adjacent Axle to the the CL of span =",{"$f":"E6/2","v":3.1304347826086958},"ft"]
[]
[]
[null,"Location 1",null,null,null,"Location 2"]
["SPAN","R(Left)","R(Right)",1,2,"R(Left)","R(Right)",1,2,"MAX M."]
[0,null,null,{"$f":"A12*33.5/4","v":0},null,null,null,null,null,{"$f":"MAX(D12:E12,H12:I12)","v":0}]
[{"$f":"A12+1","v":1},null,null,{"$f":"A13*33.5/4","v":8.375},null,null,null,null,null,8.375]
[{"$f":"A13+1","v":2},null,null,{"$f":"A14*33.5/4","v":16.75},null,null,null,null,null,16.75]
[3,null,null,25.125,null,null,null,null,null,25.125]
[4,null,null,33.5,null,null,null,null,null,33.5]
[5,null,null,41.875,null,null,null,null,null,41.875]
[6,null,null,50.25,null,null,null,null,null,50.25]
[7,null,null,58.625,null,null,null,null,null,58.625]
[8,null,null,67,null,null,null,null,null,67]
[9,null,null,75.375,null,null,null,null,null,75.375]
[{"$f":"A21+1","v":10},null,null,83.75,null,null,null,null,null,83.75]
[11,null,null,92.125,null,null,null,null,null,92.125]
[12,null,null,100.5,null,null,null,null,null,100.5]
[13,null,null,108.875,null,null,null,null,null,108.875]
[14,null,null,117.25,null,null,null,null,null,117.25]
[15,null,null,125.625,null,null,null,null,null,125.625]
[16,null,null,134,null,null,null,null,null,134]
[17,null,null,142.375,null,null,null,null,null,142.375]
[18,null,null,150.75,null,null,null,null,null,150.75]
[19,null,null,159.125,null,null,null,null,null,159.125]
[20,null,null,167.5,null,null,null,null,null,167.5]
[21,null,null,175.875,null,null,null,null,null,175.875]
[22,null,null,184.25,null,null,null,null,null,184.25]
[23,null,null,192.625,null,null,null,null,null,192.625]
[24,null,null,201,null,null,null,null,null,201]
[25,null,null,209.375,null,null,null,null,null,209.375]
[26,null,null,217.75,null,null,null,null,null,217.75]
[27,{"$f":"57.5-C39","v":22.084259259259262},{"$f":"57.5*(A39/2+3.13)/A39","v":35.415740740740738},null,{"$f":"B39*(A39/2-3.13)","v":229.01376851851856},null,null,null,null,229.01376851851856]
[28,22.322321428571435,35.177678571428565,null,242.64363392857152,null,null,null,null,242.64363392857152]
[29,22.543965517241382,34.956034482758618,null,256.32488793103454,null,null,null,null,256.32488793103454]
[30,22.75083333333334,34.74916666666666,null,270.05239166666678,null,null,null,null,270.05239166666678]
[31,22.944354838709678,34.555645161290322,null,283.82166935483872,null,null,null,null,283.82166935483872]
[32,23.125781250000003,34.374218749999997,null,297.62880468750006,null,null,null,null,297.62880468750006]
[33,23.296212121212122,34.203787878787878,null,311.47035606060609,null,null,null,null,311.47035606060609]
[34,23.456617647058827,34.043382352941173,null,325.34328676470597,null,null,null,null,325.34328676470597]
[35,23.607857142857142,33.892142857142858,null,339.24490714285713,null,null,null,null,{"$f":"MAX(D47:E47,H47:I47)","v":339.24490714285713}]
[36,23.750694444444449,33.749305555555551,null,353.17282638888895,null,null,null,null,{"$f":"MAX(D48:E48,H48:I48)","v":353.17282638888895}]
[37,23.88581081081081,33.61418918918919,null,367.12491216216216,null,null,null,null,367.12491216216216]
[38,24.013815789473689,33.486184210526311,null,381.09925657894746,null,null,null,null,381.09925657894746]
[39,24.13525641025641,33.36474358974359,null,395.09414743589747,null,null,null,null,395.09414743589747]
[40,24.250624999999999,33.249375000000001,null,409.10804375000004,null,null,null,null,409.10804375000004]
[41,24.360365853658536,33.139634146341464,null,423.13955487804878,null,null,null,null,423.13955487804878]
[42,24.464880952380952,33.035119047619048,null,437.18742261904765,null,null,null,null,437.18742261904765]
[43,24.564534883720931,32.935465116279069,null,451.25050581395351,null,null,null,null,451.25050581395351]
[44,24.659659090909095,32.840340909090905,null,465.32776704545466,null,null,null,null,465.32776704545466]
[45,24.750555555555557,32.749444444444443,null,479.41826111111118,null,null,null,null,479.41826111111118]
[46,24.837499999999999,32.662500000000001,null,493.52112499999998,null,null,null,null,493.52112499999998]
[47,24.920744680851065,32.579255319148935,null,507.63556914893621,null,null,null,null,507.63556914893621]
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[247,28.021356275303646,29.478643724696354,null,3372.9306548582999,null,null,null,null,3372.9306548582999]
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[250,28.030100000000001,29.469899999999999,null,3416.0282870000001,null,null,null,null,3416.0282870000001]
[251,28.032968127490044,29.467031872509956,null,3430.3943097609567,null,null,null,null,3430.3943097609567]
[252,28.035813492063493,29.464186507936507,null,3444.7604037698416,null,null,null,null,3444.7604037698416]
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[{"$f":"A269+1","v":258},28.052422480620159,29.447577519379841,null,3530.9584176356593,null,null,null,null,3530.9584176356593]
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[260,28.057788461538465,29.442211538461535,null,3559.6916221153851,null,null,null,null,3559.6916221153851]
[261,28.06044061302682,29.43955938697318,null,3574.0583208812263,null,null,null,null,3574.0583208812263]
[262,28.06307251908397,29.43692748091603,null,3588.4250830152673,null,null,null,null,3588.4250830152673]
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[265,28.070849056603777,29.429150943396223,null,3631.5257424528309,null,null,null,null,3631.5257424528309]
[266,28.073402255639099,29.426597744360901,null,3645.89275093985,null,null,null,null,3645.89275093985]
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[268,28.078451492537315,29.421548507462685,null,3674.6269468283585,null,null,null,null,3674.6269468283585]
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[270,28.083425925925926,29.416574074074074,null,3703.3613768518521,null,null,null,null,3703.3613768518521]
[271,28.085885608856092,29.414114391143908,null,3717.728678044281,null,null,null,null,3717.728678044281]
[272,28.088327205882354,29.411672794117646,null,3732.0960358455886,null,null,null,null,3732.0960358455886]
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[275,28.095545454545455,29.404454545454545,null,3775.1984427272728,null,null,null,null,3775.1984427272728]
[276,28.09791666666667,29.40208333333333,null,3789.5660208333338,null,null,null,null,3789.5660208333338]
[277,28.100270758122747,29.399729241877253,null,3803.9336525270764,null,null,null,null,3803.9336525270764]
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[279,28.104928315412185,29.395071684587815,null,3832.66907437276,null,null,null,null,3832.66907437276]
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[281,28.109519572953737,29.390480427046263,null,3861.4047037366549,null,null,null,null,3861.4047037366549]
[282,28.111790780141842,29.388209219858158,null,3875.772594858156,null,null,null,null,3875.772594858156]
[283,{"$f":"57.5-C295","v":28.114045936395758},{"$f":"57.5*(A295/2+3.13)/A295","v":29.385954063604242},null,{"$f":"B295*(A295/2-3.13)","v":3890.1405362190812},null,null,null,null,3890.1405362190812]
[284,28.116285211267606,29.383714788732394,null,3904.5085272887327,null,null,null,null,3904.5085272887327]
[285,28.118508771929822,29.381491228070178,null,3918.8765675438594,null,null,null,null,3918.8765675438594]
[286,28.120716783216782,29.379283216783218,null,3933.2446564685315,null,null,null,null,3933.2446564685315]
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[288,28.125086805555554,29.374913194444446,null,3961.9809782986113,null,null,null,null,3961.9809782986113]
[289,28.127249134948094,29.372750865051906,null,3976.349210207612,null,null,null,null,3976.349210207612]
[290,28.129396551724138,29.370603448275862,null,3990.7174887931037,null,null,null,null,3990.7174887931037]
[291,28.131529209621991,29.368470790378009,null,4005.0858135738831,null,null,null,null,4005.0858135738831]
[292,28.133647260273971,29.366352739726029,null,4019.4541840753423,null,null,null,null,{"$f":"MAX(D304:E304,H304:I304)","v":4019.4541840753423}]
[293,28.135750853242321,29.364249146757679,null,4033.8225998293515,null,null,null,null,4033.8225998293515]
[294,28.137840136054422,29.362159863945578,null,4048.1910603741499,null,null,null,null,4048.1910603741499]
[295,28.139915254237287,29.360084745762713,null,4062.5595652542374,null,null,null,null,4062.5595652542374]
[296,28.141976351351349,29.358023648648651,null,4076.9281140202702,null,null,null,null,4076.9281140202702]
[297,{"$f":"57.5-C309","v":28.144023569023567},{"$f":"57.5*(A309/2+3.13)/A309","v":29.355976430976433},null,{"$f":"B309*(A309/2-3.13)","v":4091.2967062289558},null,null,null,null,4091.2967062289558]
[298,{"$f":"57.5-C310","v":28.146057046979866},{"$f":"57.5*(A310/2+3.13)/A310","v":29.353942953020134},null,{"$f":"B310*(A310/2-3.13)","v":4105.6653414429529},null,null,null,null,4105.6653414429529]
[299,{"$f":"57.5-C311","v":28.148076923076921},{"$f":"57.5*(A311/2+3.13)/A311","v":29.351923076923079},null,{"$f":"B311*(A311/2-3.13)","v":4120.0340192307694},null,null,null,null,4120.0340192307694]
[300,{"$f":"57.5-C312","v":28.150083333333331},{"$f":"57.5*(A312/2+3.13)/A312","v":29.349916666666669},null,{"$f":"B312*(A312/2-3.13)","v":4134.4027391666668},null,null,null,null,4134.4027391666668]

{"sheet":"EV3","index":40,"n_rows":312,"n_cols":12,"rows_kept":312,"cut":false,"hidden":true,"merged":[[9,1,9,5],[9,6,9,10]]}
["TABLE OF MAXIMUM MOMENTS FOR SIMPLE SPANS"]
["Span in feet , Moment in kip-feet"]
[]
[null,null,null,"Total axle on span =",2,3]
[null,null,null,"Total Weight =",62,{"$f":"E5+24","v":86},"kip"]
[null,null,null,"Distance from 1st axle to the resultant load =",2,{"$f":"(31*4+24*19)/F5","v":6.7441860465116283},"ft"]
[null,null,null,"1st Adjacent Axle to the the CL of span =",1,{"$f":"(F6-4)/2","v":1.3720930232558142},"ft"]
[]
[]
[null,"Location 1",null,null,null,null,"Location 2"]
["SPAN","R(Left)","R(Right)",1,2,3,"R(Left)","R(Right)",1,2,3,"MAX M."]
[0,null,null,{"$f":"A12*17/4","v":0},null,null,null,null,null,null,null,{"$f":"MAX(D12:F12,I12:K12)","v":0}]
[{"$f":"A12+1","v":1},null,null,{"$f":"A13*31/4","v":7.75},null,null,null,null,null,null,null,7.75]
[{"$f":"A13+1","v":2},null,null,15.5,null,null,null,null,null,null,null,15.5]
[3,null,null,23.25,null,null,null,null,null,null,null,23.25]
[4,null,null,31,null,null,null,null,null,null,null,31]
[5,null,null,38.75,null,null,null,null,null,null,null,38.75]
[6,null,null,46.5,null,null,null,null,null,null,null,46.5]
[7,{"$f":"62-C19","v":22.142857142857146},{"$f":"62*(A19/2+1)/A19","v":39.857142857142854},null,{"$f":"B19*(A19/2-1)","v":55.357142857142861},null,null,null,null,null,null,55.357142857142861]
[8,{"$f":"62-C20","v":23.25},{"$f":"62*(A20/2+1)/A20","v":38.75},null,{"$f":"B20*(A20/2-1)","v":69.75},null,null,null,null,null,null,69.75]
[9,24.111111111111114,37.888888888888886,null,84.3888888888889,null,null,null,null,null,null,84.3888888888889]
[{"$f":"A21+1","v":10},24.799999999999997,37.200000000000003,null,99.199999999999989,null,null,null,null,null,null,99.199999999999989]
[11,25.363636363636367,36.636363636363633,null,114.13636363636365,null,null,null,null,null,null,114.13636363636365]
[12,25.833333333333336,36.166666666666664,null,129.16666666666669,null,null,null,null,null,null,129.16666666666669]
[13,26.230769230769234,35.769230769230766,null,144.26923076923077,null,null,null,null,null,null,144.26923076923077]
[14,26.571428571428569,35.428571428571431,null,159.42857142857142,null,null,null,null,null,null,159.42857142857142]
[15,26.866666666666667,35.133333333333333,null,174.63333333333333,null,null,null,null,null,null,174.63333333333333]
[16,27.125,34.875,null,189.875,null,null,null,null,null,null,189.875]
[17,27.352941176470587,34.647058823529413,null,205.14705882352939,null,null,null,null,null,null,205.14705882352939]
[18,27.555555555555557,34.444444444444443,null,220.44444444444446,null,null,null,null,null,null,220.44444444444446]
[19,27.736842105263158,34.263157894736842,null,235.76315789473685,null,null,null,null,null,null,235.76315789473685]
[20,27.9,34.1,null,251.1,null,null,null,null,null,null,251.1]
[21,28.047619047619051,33.952380952380949,null,266.45238095238096,null,null,null,null,null,null,266.45238095238096]
[22,28.18181818181818,33.81818181818182,null,281.81818181818181,null,null,null,null,null,null,281.81818181818181]
[23,28.304347826086953,33.695652173913047,null,297.195652173913,null,null,null,null,null,null,297.195652173913]
[24,28.416666666666664,33.583333333333336,null,312.58333333333331,null,null,null,null,null,null,312.58333333333331]
[25,28.520000000000003,33.479999999999997,null,327.98,null,null,null,null,null,null,327.98]
[26,28.615384615384613,33.384615384615387,null,343.38461538461536,null,null,null,null,null,null,343.38461538461536]
[27,28.703703703703702,33.296296296296298,null,358.7962962962963,null,null,null,null,null,null,358.7962962962963]
[28,28.785714285714285,33.214285714285715,null,374.21428571428572,null,null,null,null,null,null,374.21428571428572]
[29,28.862068965517238,33.137931034482762,null,389.63793103448273,null,null,null,null,null,null,389.63793103448273]
[30,{"$f":"86-C42","v":39.066933333333331},{"$f":"86*(A42/2+1.372)/A42","v":46.933066666666669},null,null,{"$f":"B42*(A42/2-1.372)-31*4","v":408.40416746666665},null,null,null,null,null,408.40416746666665]
[31,39.193806451612907,{"$f":"86*(A43/2+1.372)/A43","v":46.806193548387093},null,null,429.73009754838711,null,null,null,null,null,429.73009754838711]
[32,39.312750000000001,46.687249999999999,null,null,451.06690700000001,null,null,null,null,null,451.06690700000001]
[33,39.424484848484852,46.575515151515148,null,null,472.41360678787885,null,null,null,null,null,472.41360678787885]
[34,39.529647058823528,46.470352941176472,null,null,493.76932423529411,null,null,null,null,null,493.76932423529411]
[35,39.628799999999998,46.371200000000002,null,null,515.13328639999997,null,null,null,null,null,515.13328639999997]
[36,39.722444444444449,46.277555555555551,null,null,536.50480622222233,null,null,null,null,null,536.50480622222233]
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[null,"User Dead Load Inputs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Deck",null,"Steel Corrugated Deck",null,"Steel Plate Deck",null,"Steel Open Grid Deck",null,"Timber Deck"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Deck DL Calcs",null,null,null,null,null,null,"Concrete Deck","Deck Thickness (in):",null,"Deck Designation:",null,"Deck Designation:",null,"Deck Designation:",null,"Timber Thickness (in):"]
[null,null,null,null,null,null,null,"Date:",null,null,null,{"$f":"TODAY()","v":"2024-11-13"},null,null,null,null,null,null,null,null,"Concrete Deck","Steel Corrugated Deck","Steel Plate Deck","Steel Open Grid Deck","Timber Deck",null,"Steel Corrugated Deck","Concrete Unit Weight (kcf):",null,"Thickness (in):",null,"Thickness (in):",null,"Main Beam Depth (in):",null,"Timber Unit Weight (kcf):"]
[null,null,null,null,null,null,null,"Rating Engineer's Initials:",null,null,null,"TxDOT",null,null,null,null,null,null,null,"Material Unit Weight (kcf)",{"$f":"IF($E$17 = $U$4, $E$19, 0)","v":0},{"$f":"IF($E$17 = $V$4, $E$20, 0)","v":0},{"$f":"IF($E$17 = $W$4, $E$20, 0)","v":0},{"$f":"IF($E$17 = $X$4,$E$32, 0)","v":0},{"$f":"IF($E$17 = $Y$4, $E$19, 0)","v":0},null,"Steel Plate Deck",null,null,"Steel Unit Weight (kcf):",null,"Steel Unit Weight (kcf):",null,"Main Beam Spacing (in):"]
[null,null,null,null,null,null,null,"Version:",null,null,null,null,null,null,null,null,null,null,null,"Deck Weight (ksf)",{"$f":"IF($E$17 = $U$4, $U$5*$E$18/12, 0)","v":0},{"$f":"IF($E$17=$V$4, INDEX('Steel Deck'!$AT$6:$AT$20, MATCH($E$18, 'Steel Deck'!$AM$6:$AM$20, 0), 0),0)","v":0},{"$f":"IF($E$17 = $W$4, $E$20*$E$19/12, 0)","v":0},{"$f":"IF($E$17 = $X$4, INDEX('Steel Deck'!$AP$28:$AP$32, MATCH($E$18, 'Steel Deck'!$AM$28:$AM$35, 0)), 0)","v":0},{"$f":"IF($E$17 = $Y$4, $Y$5*$E$18/12, 0)","v":0},null,"Steel Open Grid Deck",null,null,null,null,null,null,"Cross Bar Depth (in):"]
[null,"Bridge Information",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Timber Deck",null,null,null,null,null,null,"Cross Bar Spacing (in):"]
[null,"District:",null,null,null,null,"AADT ®:",null,null,null,null,null,null,null,null,null,null,null,null,"Superstructure DL Calcs",null,null,null,null,null,null,null,null,null,null,null,null,null,"Cross Bar Thickness (in):"]
[null,"County:",null,null,null,null,"Truck % (1% MIN):",null,null,null,null,null,null,null,null,null,null,null,null,null,"Girder","Stringer","Floorbeam",null,null,null,null,null,null,null,null,null,null,"Supplemental Bar Depth (in):"]
[null,"Structure # :",null,null,null,null,"EV Daily Crossing:",null,null,null,null,null,null,null,null,null,null,null,null,"Shape Area (in2)",{"$f":"IFERROR(_xlfn.IFS($E$36 = \"Steel Girder\", INDEX('TX Standard Beam Shapes Table'!$D$7:$D$1568, MATCH($E$40, 'TX Standard Beam Shapes Table'!$A$7:$A$1568)), $E$36 = \"Timber Girder\", $E$37*$E$38),0)","v":0},{"$f":"IFERROR(_xlfn.IFS($E$42 = \"Steel Stringer\", INDEX('TX Standard Beam Shapes Table'!$D$7:$D$1568, MATCH($E$46, 'TX Standard Beam Shapes Table'!$A$7:$A$1568)), $E$42 = \"Timber Stringer\", $E$43*$E$44), 0)","v":0},null,null,null,null,null,null,null,null,null,null,null,"Supplemental Bar Thickness (in):"]
[null,"Year Built:",null,null,null,null,"Bridge Description:",null,null,null,null,null,null,null,null,null,null,null,null,"Shape Weight (klf)",{"$f":"IFERROR(_xlfn.IFS($E$36 = \"Steel Girder\", (U$10/144)*0.49, $E$36 = \"Timber Girder\", (U$10/144)*0.05), 0)","v":0},{"$f":"IFERROR(_xlfn.IFS($E$42 = \"Steel Stringer\", (V$10/144)*0.49, $E$42 = \"Timber Stringer\", (V$10/144)*0.05), 0)","v":0},{"$f":"IFERROR(INDEX(#REF!, MATCH($E$48,#REF!)), 0)","v":0},null,null,null,null,null,null,null,null,null,null,"Supplemental Bars btw Each MB (EA):"]
[null,"Location:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total DL (klf)",{"$f":"IFERROR(_xlfn.IFS($E$36 = \"Steel Girder\", $U$11*$E$39, $E$36 = \"Timber Girder\", $U$11*$E$41), 0)","v":0},{"$f":"IFERROR(_xlfn.IFS($E$42 = \"Steel Stringer\", $V$11*$E$45, $E$42 = \"Timber Stringer\", $V$11*$E$47), 0)","v":0},{"$f":"$W$11*$E$50","v":0},null,null,null,null,null,null,null,null,null,null,"Steel Unit Weight (kcf):"]
[]
[null,"User Defined Dead Loads"]
[]
[null,"USER DEFINED DECK INPUTS",null,null,null,null,"USER DEFINED DECK DEAD LOADS",null,null,null,null,null,null,null,null,"RECOMMENDED UNIT WEIGHTS FOR FILL AND WEARING SURFACE MATERIALS"]
[null,"Deck Type:",null,null,null,null,"Deck DL =",null,null,{"$f":"IFERROR(INDEX($U$6:$Y$6, MATCH($E$17, $U$4:$Y$4, 0)), 0)","v":0},"ksf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Girder Input Options",null,null,null,"Stringer Input Options",null,null,null,"Floorbeam Input Options"]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB3:$AJ3, MATCH($E$17, $AB$2:$AJ$2, 0)), IF(OR($E$17 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,"Wearing Surface DL =",null,null,{"$f":"$E$24*$E$23/12","v":0},"ksf",null,null,null,null,"Material","Unit Weight",null,null,null,null,null,null,null,null,null,"Steel Girder","Steel Girder",null,"Timber Girder",null,"Steel Stringer",null,"Timber Stringer"]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB4:$AJ4, MATCH($E$17, $AB$2:$AJ$2, 0)), IF(OR($E$17 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,"Fill DL =",null,null,{"$f":"$E$22*$E$21/12","v":0},"ksf",null,null,null,null,"Concrete",0.15,"kcf",null,null,"Weight (K/FT)",null,null,null,null,null,"Timber Girder","Girder Spacing (ft):",null,"Girder Depth (in):",null,"Stringer Spacing (ft):",null,"Stringer Depth (in):",null,"Floorbeam Designation:"]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB5:$AJ5, MATCH($E$17, $AB$2:$AJ$2, 0)), IF(OR($E$17 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,"Misc. DL =",null,null,{"$f":"IF($E$25=\"\",0,$E$25)","v":0},"ksf",null,null,null,null,"Steel",0.49,"kcf",null,"Cap Designations",null,null,null,null,null,null,"Steel Stringer","Span Length (ft):",null,"Girder Width (in):",null,"Span Length (ft):",null,"Stringer Width (in):",null,"Floorbeam Length (ft):"]
[null,"Fill Depth (in):",null,null,null,null,"Total Deck DL =",null,null,{"$f":"SUM(J17:J20)","v":0},"ksf",null,null,null,null,"Wood/Timber",0.05,"kcf",null,null,null,null,null,null,null,null,"Timber Stringer","No. of Girders:",null,"Span Length (ft):",null,"No. of Stringers:",null,"Span Length (ft):",null,"No. of Floorbeams:"]
[null,"Fill Unit Weight (kcf):",null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Light)",0.1,"kcf",null,null,null,null,null,null,null,null,null,"Girder Designation:",null,"Girder Spacing (ft):",null,"Stringer Designation:",null,"Stringer Spacing (ft):"]
[null,"Wearing Surface Depth (in):",null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Medium)",0.11,"kcf",null,"S 7 x 15.3",0.02,null,null,null,null,null,null,null,null,"No. of Girders:",null,null,null,"No. of Stringers:"]
[null,"Wearing Surface Unit Weight (kcf):",null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil (Heavy)",0.12,"kcf",null,"S 8 x 18.4",0.02]
[null,"Misc. Deck Load (ksf):",null,null,null,null,null,null,null,null,null,null,null,null,null,"Gravel",0.125,"kcf",null,"S 9 x 21.8",0.02,null,null,null,null,null,null,"Superstructure Input Options"]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB6:$AJ6, MATCH($E$17, $AB$2:$AJ$2, 0)), IF(OR($E$17 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,"Asphalt",0.14499999999999999,"kcf",null,"S 10 x 25.4",0.03,null,null,null,null,null,null,"Stringer Line"]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"S 12 x 31.8",0.03,null,null,null,null,null,null,"G-S-FB"]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,"ATTENTION USER!\n\nThe User Input Dead Loads Module should be used by an engineer when they wish to deviate from the spreadsheet in some manner, or to calculate dead loads from a member that is not being analyzed. Some situations where this might occur are as follows:\n\n1. The user wishes to skip past the analysis on other modules, but still wishes to show their work when calculating dead loads.\n***Example: The user wishes to analyze a steel cap and steel pile, but assumed a rating for a concrete deck with unknown reiforcement, and already has an analysis performed for superstructure members. They could then use the User Input Dead Loads Module to generate their dead loads and dead load moments for the steel cap and steel pile modules within the spreadsheet.\n\n2. The user wishes to check other scenarios during the analysis, but does not wish to alter the values entered in member specific modules.\n***Example: The user wishes to compare the difference between dead load scenarios that are affecting a timber stringer. They use the User Input Dead Loads Module to easily see the difference in ratings if soil was removed from a deck surface versus its current condition found in the field.",null,null,null,"S 15 x 42.9",0.04]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"S 18 x 54.7",0.06]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"S 20 x 66",7.0000000000000007E-2]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"S 24 x 80",0.08]
[null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 8 x 13",0.01]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 10 x 15",0.02]
[null,"USER DEFINED SUPERSTRUCTURE INPUTS",null,null,null,null,"USER DEFINED SUPERSTRUCTURE DEAD LOADS",null,null,null,null,null,null,null,null,null,null,null,null,"W 10 x 22",0.02]
[null,"Superstructure Type:",null,null,null,null,"Girder DL =",null,null,{"$f":"$U$12","v":0},"klf",null,null,null,null,null,null,null,null,"W 12 x 22",0.02]
[null,"*Girder Type:",null,null,null,null,"Stringer DL =",null,null,{"$f":"$V$12","v":0},"klf",null,null,null,null,null,null,null,null,"W 14 x 26",0.03]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB19:$AJ19, MATCH($E$36, $AB$18:$AJ$18, 0)), IF(OR($E$36 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,"Floorbeam DL =",null,null,{"$f":"$W$12","v":0},"klf",null,null,null,null,null,null,null,null,"W 16 x 36",0.04]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB20:$AJ20, MATCH($E$36, $AB$18:$AJ$18, 0)), IF(OR($E$36 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 18 x 40",0.04]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB21:$AJ21, MATCH($E$36, $AB$18:$AJ$18, 0)), IF(OR($E$36 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 18 x 50",0.05]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB22:$AJ22, MATCH($E$36, $AB$18:$AJ$18, 0)), IF(OR($E$36 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 21 x 50",0.05]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB23:$AJ23, MATCH($E$36, $AB$18:$AJ$18, 0)), IF(OR($E$36 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 21 x 62",0.06]
[null,{"$f":"IF($E$35 = $AB$27, \"Stringer Type:\", \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 24 x 62",0.06]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB19:$AJ19, MATCH($E$42, $AB$18:$AJ$18, 0)), IF(OR($E$42 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 27 x 84",0.08]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB20:$AJ20, MATCH($E$42, $AB$18:$AJ$18, 0)), IF(OR($E$42 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W 30 x 99",0.1]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB21:$AJ21, MATCH($E$42, $AB$18:$AJ$18, 0)), IF(OR($E$42 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""}]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB22:$AJ22, MATCH($E$42, $AB$18:$AJ$18, 0)), IF(OR($E$42 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""}]
[null,{"$f":"IFERROR(_xlfn.LET(_xlpm.input, INDEX($AB23:$AJ23, MATCH($E$42, $AB$18:$AJ$18, 0)), IF(OR($E$42 = \"\", _xlpm.input = \"\"), \"\", _xlpm.input)), \"\")","v":""}]
[null,{"$f":"IF($E$35 = $AB$27, $AJ19, \"\")","v":""}]
[null,{"$f":"IF($E$35 = $AB$27, $AJ20, \"\")","v":""}]
[null,{"$f":"IF($E$35 = $AB$27, $AJ21, \"\")","v":""}]
[null,"* Girder is refering to the primary load carrying members to differentiate from the secondary members (stringers) in a Girder-Stringer-Floorbeam system."]
[null,"USER DEFINED CAP INPUTS",null,null,null,null,"USER DEFINED CAP DEAD LOADS"]
[null,null,null,"Cap Material Type:",null,null,"Cap DL =",null,null,{"$f":"IF(E53=\"Steel\",E57,(E54*E55/144))","v":0},"klf"]
[null,null,null,"Material Unit Weight (kcf):"]
[null,null,null,"Cross-Sectional Area (in2):"]
[null,null,null,"Moment of Inertia (in^4):"]
[null,null,null,"Steel Shape Weight (klf):"]
[]
[null,"Additional Notes"]
[]
[]
[]
[]
[]
[]
[null,"*** DO NOT DISCLOSE ***\nTHIS INFORMATION IS CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION"]