. Proceedings of the annual convention . en LjJCO tnu o z 3 < _i -1 Ul CO </) o UJ X lO 0. <n < X X 2 1- 1- O O CVJ z <n O • O offi s. - ( sa-so^-C- 318 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS o o s o CO ? o «0 o § s 8 o o o « } , o. o ^ • 0 „ o 3 • o. o o s ■ c ^ • 5 o •• <j i J * 2(0 en lU o < LJ <1 o r O. c CM UJ ro MAXIMUM RECORDED STRESS IN REINFORCEMENT IN KSI. (LIVE LOAD PLUS IMPACT)?o>a>N<oin^rocvi— O \~ =:j 1 o — ii < *-2 »- O o z UJ 1= UJ 1 CALCULATED STATIC STRESSNCRETE NOT TAKING TENSIONTAKING TENSION < • <
. Proceedings of the annual convention . en LjJCO tnu o z 3 < _i -1 Ul CO </) o UJ X lO 0. <n < X X 2 1- 1- O O CVJ z <n O • O offi s. - ( sa-so^-C- 318 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS o o s o CO ? o «0 o § s 8 o o o « } , o. o ^ • 0 „ o 3 • o. o o s ■ c ^ • 5 o •• <j i J * 2(0 en lU o < LJ <1 o r O. c CM UJ ro MAXIMUM RECORDED STRESS IN REINFORCEMENT IN KSI. (LIVE LOAD PLUS IMPACT)?o>a>N<oin^rocvi— O \~ =:j 1 o — ii < *-2 »- O o z UJ 1= UJ 1 CALCULATED STATIC STRESSNCRETE NOT TAKING TENSIONTAKING TENSION < • < 16^ o 1 • 1 1 _ _ _ _ __ _ _ _ _ — ^ o 1 __ __ __ ^ — :;=; lI ^ L_j ^ B bS ^ in cn Sen,0- cn z CC q: I < I c/l O ?^ _1 ■-O CD U. o < o oO 32 t- UJCO -s < ^
Size: 913px × 2738px
Photo credit: © Reading Room 2020 / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900