. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 349 PERCENT OF RECORDED STATIC STRESS ■ o. Q • o , - 1 2OI/)UJQn- «■ 1 o. I 1 ^ 0 • 1 O.(\l - * o 1 ! 1 1 MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) 1 r -— I 1 ? 55 1 ^t § _l UJ 3 £ o § o 1 o. (0 1 1 1 c in cC O V CALCULATED STATICCONCRETE NOT TAKING TENSIONTAKING TENSION — o. <J < < § w s o. 1 o. - • 0 ^8 * ^ o. 1 IT ■ L- _ —J ■ — 1 1 _ j —1— — III in UJ —I o t- in o UJ b li. <° 01 in ujoro: a- 1_ »- Q-^S = 2 f-5 CQ. SSOO** ^ 625605572 G C5175
. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 349 PERCENT OF RECORDED STATIC STRESS ■ o. Q • o , - 1 2OI/)UJQn- «■ 1 o. I 1 ^ 0 • 1 O.(\l - * o 1 ! 1 1 MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) 1 r -— I 1 ? 55 1 ^t § _l UJ 3 £ o § o 1 o. (0 1 1 1 c in cC O V CALCULATED STATICCONCRETE NOT TAKING TENSIONTAKING TENSION — o. <J < < § w s o. 1 o. - • 0 ^8 * ^ o. 1 IT ■ L- _ —J ■ — 1 1 _ j —1— — III in UJ —I o t- in o UJ b li. <° 01 in ujoro: a- 1_ »- Q-^S = 2 f-5 CQ. SSOO** ^ 625605572 G C5175 G5175 C 5175 G5175 *C 350 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS — - - - - - - - ^ ^ ^ ^ - . o r • . ^ it UJ < 3 O. - 1 - - < ^ < o. - • 3 O. - o. MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.( LIVE LOAD PLUS IMPACT ) r —» « 1 zoto lg § i o ?UJ . z 8 11 11 1 1 1 , 3 s 2 2<
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