. Proceedings of the annual convention . 344 I mpact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS r^ c 2 C s y r- IC m >» pO C\i c 3 O C 1 n 1 1 at i S • < O ■ 1 o o R 11 zowluo < a: «s1 ? • o s 1 ^ o • ^ L o ■ V 0 I c J- o • » 4 1, ro ■ i1 o o CM 1 » • 3° c O 1 • 3 °c 1 5 < 3 *-? 5- < 3 < 3 < D ( 3 < ? c 3 < 3 ( 3 o c 3 u> fc Q. CALCULATED STATIC-CONCRETE NOT TAKING TENSION— TAKING TENSION t • 0 Ui ID -I 1 i z O o o I- ii q: 0 • UJ Q. _ V lO — •- ^ cc;^ zo^ -J ;? 2 (/> CM -lO UJ o (/I CO i ■ \ f « > ►^ i I 1 V5>/^ 5550 C J 5«^ r- o 555a Gh^ J
. Proceedings of the annual convention . 344 I mpact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS r^ c 2 C s y r- IC m >» pO C\i c 3 O C 1 n 1 1 at i S • < O ■ 1 o o R 11 zowluo < a: «s1 ? • o s 1 ^ o • ^ L o ■ V 0 I c J- o • » 4 1, ro ■ i1 o o CM 1 » • 3° c O 1 • 3 °c 1 5 < 3 *-? 5- < 3 < 3 < D ( 3 < ? c 3 < 3 ( 3 o c 3 u> fc Q. CALCULATED STATIC-CONCRETE NOT TAKING TENSION— TAKING TENSION t • 0 Ui ID -I 1 i z O o o I- ii q: 0 • UJ Q. _ V lO — •- ^ cc;^ zo^ -J ;? 2 (/> CM -lO UJ o (/I CO i ■ \ f « > ►^ i I 1 V5>/^ 5550 C J 5«^ r- o 555a Gh^ J, <^ UI 5o • 54 02( Si Tests on Reinforced Concrete Bridges 345 PERCENT OF RECORDED STATIC STRESS. MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) <- C) r Q C) b b c d 6 o r H 5 t- 1 o. 1 1 1 1 « • < 4f. s» o. CALCULATED STATICCRETE NOT TAKING TENSIONTAKING TENSION 8 n 1 o - - is. Qui OuJ« c^ ^ <vj ■ • n ■ Q: I 1 o. ■ ^ oo ^ i 1 1 L — II L — —, — — — ^ :u EC/)UJ a: 2zX UJ 2 UJ QJ VJ * IX) u. 2 ID o: a: oro CD ao g< UJ Z 2 </5 ir (/) lO Q-(/) P -1 < UJ »- M IT Z P
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