. Proceedings of the annual convention . S- 1 1 - H q: - 5 UJ Q. S, *°\ )o 52* 5j o oO S ^ 1 o 3 ^o. 0 5-C ( UJ \ • O UJ _l ECORDED STATICWEST PILECENTER EAST ° if °c 2 8- • • )o z ^ o UJ o 1-< ^ — UJ UJ • d1- ; K ._l UJ » 3 1- *o Z cB -1 UJ 4 O UJ l 1 - tV3 n° Q. 9° o*^ CVJ ■ q: 1 L ^ 0 ■t ~ __ J S- L — -- g J. ° i 1 ! W 1 ; 1 1 ^ 11 1 1 liil _ few n(n 3400 UJ oH 6430 1- (/) 52 .■ ^2 ^x 6240 o< - ; UJ 2 UJ ^ 0. (r Q. (rt t-(0 ?■ to -in STII 6 83 334 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS o. o. m ■ o» Oo < M E s • o .: oo zIf
. Proceedings of the annual convention . S- 1 1 - H q: - 5 UJ Q. S, *°\ )o 52* 5j o oO S ^ 1 o 3 ^o. 0 5-C ( UJ \ • O UJ _l ECORDED STATICWEST PILECENTER EAST ° if °c 2 8- • • )o z ^ o UJ o 1-< ^ — UJ UJ • d1- ; K ._l UJ » 3 1- *o Z cB -1 UJ 4 O UJ l 1 - tV3 n° Q. 9° o*^ CVJ ■ q: 1 L ^ 0 ■t ~ __ J S- L — -- g J. ° i 1 ! W 1 ; 1 1 ^ 11 1 1 liil _ few n(n 3400 UJ oH 6430 1- (/) 52 .■ ^2 ^x 6240 o< - ; UJ 2 UJ ^ 0. (r Q. (rt t-(0 ?■ to -in STII 6 83 334 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS o. o. m ■ o» Oo < M E s • o .: oo zIf) UJ o < i 0 1 - _j c 0 . b • 1 L -— ^ T UJUJ ^ • r « a. c ic CM ■ Q-\ ° 3 •» o i i° .n°. •*o-„ -0c/) 4 cj q: H ma. *- </) (/) (T UJ5 O - 9 t-< o ^^^ o ™ 9 o o a:- UJ m-- t- tE <0- o =* UJ LJuj UJO UJ - Q_ zXt- UJ tj. MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT). 1 1 1 1 1 0. ^H 1 1 -^ J 1 X 1 1 • s 1 3UJ50 •-_)Z06 0 05 0 » < Ul -1 cPi io 0 ECOROEO STATICEAST PILECENTER WEST 3 • 0 UJUJ 1 (, 1 a —a [ i 0. 0 < ^UJW -JUJ 0 a. -1 UJ £ 3z<C _I UJtp 1 |Lu- — — i;■ 11 fl q-COUJ >:5 * 34 0064 00 </5 2 «J UJ UJ u
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
