. Proceedings of the annual convention . 3l73*C 63 02G62 9eG66 G C 48 90 G4890 C 4890 O 48 go^c ■ 5 505 50 583 362 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS IS Q r o ^ o g 7) 2 o r-- o 10 3n O <3- O 5 C 8- • ( * • 1 , • 3 0 n --i ^ B- o lo : 1 z UlQ << • (i ° i ° o. N 6 • ( . o 0 f 0 , *, . » ° g * c (TO MAXIMUM RECORDED STRESS IN REINFORGING BARS IN KSI.(LIVE LOAD PLUS IMPACT) r-1 1 i . 1 ^ Si Ul ^ 51 -J H •0 1 •8P t • •>< IdS-J = ;? ^1^ o »-XK- 8 2 .O z °5 £ ujH Q-O t/5< 20. 22. C <^X 7 8) 1- H to in < UJ UJ 5 C
. Proceedings of the annual convention . 3l73*C 63 02G62 9eG66 G C 48 90 G4890 C 4890 O 48 go^c ■ 5 505 50 583 362 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS IS Q r o ^ o g 7) 2 o r-- o 10 3n O <3- O 5 C 8- • ( * • 1 , • 3 0 n --i ^ B- o lo : 1 z UlQ << • (i ° i ° o. N 6 • ( . o 0 f 0 , *, . » ° g * c (TO MAXIMUM RECORDED STRESS IN REINFORGING BARS IN KSI.(LIVE LOAD PLUS IMPACT) r-1 1 i . 1 ^ Si Ul ^ 51 -J H •0 1 •8P t • •>< IdS-J = ;? ^1^ o »-XK- 8 2 .O z °5 £ ujH Q-O t/5< 20. 22. C <^X 7 8) 1- H to in < UJ UJ 5 G5881 C 5537 C C4890 G 4890 C 4a90c 8 ■ 3 Tests on Reinforced Concrete Bridges 363 PERCENT OF RECORDED STATIC STRESS s ^ § o o O 8 § S s s g o1- Q O g o o. ID o. o. CVJ O. ~~ ~ - 13 < UJ i c it: _l Z • 3 i)j • o ■ c • ° o , 3 -I ^5 z: O CO MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.( LIVE LOAD PLUS IMPACT ) 1::= —11 1 1 i ^i ^ g i UJ ^ o 11 1 1 1 zQ 05Z z 1- ^ (2S 13 ?, III OUJ ^ ■ • o ■ o UJ ^ 1 0 o • o (£ « 0 1 ;• ■ 1 1 1 _ — —1 1 > 1 i QLV> (/I UJ •* Q^H -I O Ul OUJ ■ —I 13 o u. cc Q UJ m V H 1- u> S So z <n 5 W S2_l IP m2
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
