. Proceedings of the annual convention . •326 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS 1 o. ! 0 3 O, . • b o o k • r^ • ^ 0» « ? * r^ 0 • • * 3 1 0 o. • z(/) LUQ o c ■ 0 t o DO r?r ro - 1 0 n o * ^ • • OD W * • * 8 ,o •c » • c q fv O • 0 • n ^ o • •o c °1 0 o ^ c ) c ) c ) c ) c c ) c 3 c 5 i 5— r 1 n > -J MAXIMUM RECORDED STRESS IN CONCRETE IN(LIVE LOAD PLUS IMPACT) KSI. 1— , ^ ■^ ~ —T— o. zoa> z IS ii oo r 1 . ►oc k b i ^ • 1 ■■ > o. °m* • 1 •Jo 8 o CALCULATED STATIC■ CONCRETE NOT TAKING TENSION TAKING TENSION • , ?o1 ^°« ro fP • r k) TT J Ol O - c^ • ^ o o

---

. Proceedings of the annual convention . •326 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS 1 o. ! 0 3 O, . • b o o k • r^ • ^ 0» « ? * r^ 0 • • * 3 1 0 o. • z(/) LUQ o c ■ 0 t o DO r?r ro - 1 0 n o * ^ • • OD W * • * 8 ,o •c » • c q fv O • 0 • n ^ o • •o c °1 0 o ^ c ) c ) c ) c ) c c ) c 3 c 5 i 5— r 1 n > -J MAXIMUM RECORDED STRESS IN CONCRETE IN(LIVE LOAD PLUS IMPACT) KSI. 1— , ^ ■^ ~ —T— o. zoa> z IS ii oo r 1 . ►oc k b i ^ • 1 ■■ > o. °m* • 1 •Jo 8 o CALCULATED STATIC■ CONCRETE NOT TAKING TENSION TAKING TENSION • , ?o1 ^°« ro fP • r k) TT J Ol O - c^ • ^ o o »D i • V^ ^ n • • <4i° • *t ^1. UJ - = ~ • ?<r — o _ ^ _ 11- t^ — -4^ -J UJ CO i/l LU (E COLU ^ X Zto 6 ^^ ODo I ^ <3 - oi a. —a: CO UJ (/) rr ^ lo xi-

---

Size: 1150px × 2173px
Photo credit: © Reading Room 2020 / Alamy / Afripics
License: Licensed
Model Released: No

Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900