. Proceedings of the annual convention . â¡ zoenz UJ zO 1- o < O z ,_ 2 UJ</5 ^ K <IQ 1- OUJ z1- 1- ^<J O 1-J Z 1- O UJ zo l o ino oq:Oo ⢠0 .c 1 â ^ _L 4- â M (E cnox en Q- tr Ol^ COZ 3 C 6163 C C62 50 O 60B0 O60 80C 90d ^ aj 60sec in in â UJ UJ 6020 O in in (o in < Ul UJ $ 5710 C5710 C C54 43 C 58 07 Câ^ ^ -FviL ro ] o ro I Z ^4j Tests on Reinforced Concrete Bridges 329 PERCENT OF RECORDED STATIC STRESS n - «â o. < ⢠â¢o IT CC z UJ o< UJ q: <s < ⢠UJ 0-n UJ _iszo L a ^ . c ⢠o. â MAXIMUM RECORDED STRESS IN REINFORCING BAR
. Proceedings of the annual convention . â¡ zoenz UJ zO 1- o < O z ,_ 2 UJ</5 ^ K <IQ 1- OUJ z1- 1- ^<J O 1-J Z 1- O UJ zo l o ino oq:Oo ⢠0 .c 1 â ^ _L 4- â M (E cnox en Q- tr Ol^ COZ 3 C 6163 C C62 50 O 60B0 O60 80C 90d ^ aj 60sec in in â UJ UJ 6020 O in in (o in < Ul UJ $ 5710 C5710 C C54 43 C 58 07 Câ^ ^ -FviL ro ] o ro I Z ^4j Tests on Reinforced Concrete Bridges 329 PERCENT OF RECORDED STATIC STRESS n - «â o. < ⢠â¢o IT CC z UJ o< UJ q: <s < ⢠UJ 0-n UJ _iszo L a ^ . c ⢠o. â MAXIMUM RECORDED STRESS IN REINFORCING BARS IN(LIVE LOAD PLUS IMPACT) rf- J- ⢠zoin IS if UJ 31 y UJ <I 1- U UJ q:o zoo 11 1 1 ⢠M C 1 1 i , 1 i °n k 0 1 1 j 1 zo z z o l^o H â </)H guj Q 2 SUJ â¢- Z o :=! ^< 1- (T :O °l 1 i O 1-< ^<,a irt UJ a y- y- â¢^^^ a: ; 1 o â¢o â 1 1 1 L -â -⺠1 _,. 1 _- â. 1 u 1 1 <t (0 V) ^n CD 0J,_ UJ_| o i-co -1 O U- CtCL UJO ^ q: I-? qO= UJ o c/) â £0 yi ?⢠UJ 1- 5 2z t- <. /I C 54 00 C5450 C5700 C5700 C 48 50 C UJ > 49134912 583 330 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS oQ o s p S om O o fO 8 o o o. t ⢠0 0 O. 0 , > o o* z (3 in UJ o < UJ < o. â L O. O. â O MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.{UVE LOAD PLUS IMRftCT) 1-â â⺠zo(/) z UJ5 â¢- If Q 1-UJ O o t 00 .^ 1 ⢠3 IPn 2 Qinz z UJ O ^1 â O ⢠o o < -IQ in Ul O i_ 1- â q: ^ 11 1 1 - H 1- tâ\ HJ â¢- .n u. 00If) z Q:q. 5 o I- - i5^ ~ 0^ 3P: UJ h- < o CD «S <
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