. Proceedings of the annual convention . 45 0845 0945 08 c 417< 6 33 378 I m pact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS i 1 - * ! i ] ■ ° . 1 o (/) UJQ << • ! ■ , • 0 ■• . °i ° • a 1 D 0 . □ ■ 1 , o 0 1 fi - ^ < o ^ 5t - — 2 S SO tn (/) (/J o1- 3 en Is UJ <^ 2 ^ Lj ^ q: •- 2 S UJ o O ° lij o H o — tJ- <r rr t^^ h-*^ ^ m ujm •* ►- < o UJ li-Z 2 w2 ^ I q:ir o e ££ ^_l ^ 3<I ^i ^A 21-. 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 ^ ^_ &l


. Proceedings of the annual convention . 45 0845 0945 08 c 417< 6 33 378 I m pact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS i 1 - * ! i ] ■ ° . 1 o (/) UJQ << • ! ■ , • 0 ■• . °i ° • a 1 D 0 . □ ■ 1 , o 0 1 fi - ^ < o ^ 5t - — 2 S SO tn (/) (/J o1- 3 en Is UJ <^ 2 ^ Lj ^ q: •- 2 S UJ o O ° lij o H o — tJ- <r rr t^^ h-*^ ^ m ujm •* ►- < o UJ li-Z 2 w2 ^ I q:ir o e ££ ^_l ^ 3<I ^i ^A 21-. 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


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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900