. Proceedings of the annual convention . MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSl(LIVE LOAD PLUS IMPACT) riS p — 1 1 1 r zo 1 1 5 5 3 H X e)< z5 ^ < 3 ^ o zoo 1 zo t <^ < O H H- Z UJ in ^ ^_ <Q •- o pi o , , _1 UJ < ^; o = 2 oa cf 1 1 1 o* ff o <1-in o UJ o (£ R 2) ok t J L Q J e ^f 1 jS 1 ^ ~ ll 1 —1 ^ __ i±r j_j. Tests on Reinforced Concre te Bridges 379 PERCENT OF RECORDED STATIC STRESS ^^ 1 o •o •■ 0» o. ztn UJQ < UJ a:< o f• • < o • ■ a I D o. • 0 0 • o. ■ a □ o. • o •0 y- °\ i. • ■ 0 K y- -J Q. O 7 -J< C0r*u)if)^rOcvj — MAXIMUM RECORDED STRESS I
. Proceedings of the annual convention . MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSl(LIVE LOAD PLUS IMPACT) riS p — 1 1 1 r zo 1 1 5 5 3 H X e)< z5 ^ < 3 ^ o zoo 1 zo t <^ < O H H- Z UJ in ^ ^_ <Q •- o pi o , , _1 UJ < ^; o = 2 oa cf 1 1 1 o* ff o <1-in o UJ o (£ R 2) ok t J L Q J e ^f 1 jS 1 ^ ~ ll 1 —1 ^ __ i±r j_j. Tests on Reinforced Concre te Bridges 379 PERCENT OF RECORDED STATIC STRESS ^^ 1 o •o •■ 0» o. ztn UJQ < UJ a:< o f• • < o • ■ a I D o. • 0 0 • o. ■ a □ o. • o •0 y- °\ i. • ■ 0 K y- -J Q. O 7 -J< C0r*u)if)^rOcvj — MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.(LIVE LOAD PLUS IMPACT) T o. - — — H o • 1 ^ 1 0 , en P Q H H t- 3^ o zoo 1 o. in °8 > 0 • zo in bc z D ■ o. r - t J 0 c o. ^- - f?; 1 - - 11 H 1 _ — H o — _J ^ 3 J J ■o 1^ 8w ^ III Q_ UJ q:s w 2i UJ 2 (n <n (A o 1- 2 z 2 en (n EC < <n z UJ 1- 1- z o O UJ o13 — u. ■«-itr. orr 01 UJ <x *: Oo Z 5Kr;0 (/) 1-o 5-
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
