. Proceedings of the annual convention . /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. ■ L O. O. ■ O MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.{UVE LOAD PLUS IMRftCT) 1-— —► zo(/) z UJ5 •- If Q 1-UJ O o t 00 .^ 1 • 3 IPn 2 Qinz z UJ O ^1 — O • o o < -IQ in Ul O i_ 1- ■ q: ^ 11 1 1 - H 1- t—\ HJ •- .n u. 00If) z Q:q. 5 o I- - i5^ ~ 0^ 3P: UJ h- < o CD «S <. /I 29 65 C 6343 C63 43 C59 19 C 5795
. Proceedings of the annual convention . /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. ■ L O. O. ■ O MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.{UVE LOAD PLUS IMRftCT) 1-— —► zo(/) z UJ5 •- If Q 1-UJ O o t 00 .^ 1 • 3 IPn 2 Qinz z UJ O ^1 — O • o o < -IQ in Ul O i_ 1- ■ q: ^ 11 1 1 - H 1- t—\ HJ •- .n u. 00If) z Q:q. 5 o I- - i5^ ~ 0^ 3P: UJ h- < o CD «S <. /I 29 65 C 6343 C63 43 C59 19 C 5795 C in VI ■a !i^ UJ * 4915 0 • 4915 _i 0 00 4910 w m H ^ - 9 583 Tests on Reinforced Concrete Bridges 331 oo O PERCENT OF RECORDED o o o o (0 N u> ir> STATIC STRESSo o o « ro cvj o O o. 10 • » , •• )0 * : i-, • o I • * q : t 3 t° • . o >Q tf zw UJ o < UJ ft: *f>r o. 2 to ollJ UJ , , 0 0 ^ ino. L —. »n ■ • ■ * ° , o • ^ - • : • o w ^ b o. • 0 < o •o °i (o * 0* °i 3 c 3 o o- o a O MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.(LIVE LOAD PLUS IMPACT) ■ -_, o. — 1 ■ S e> <O 1-Ul O Ul o S 8 • c • o J ^. • 0 •1i ;f o. ff 3 r^ 3 j zow z _) o 53 z 3 _I UJ*^ o. lO o i (/>o UJ g oo bJK 1—1 H -^r— <m ■ ^ -PoS ^ 1 V^ 1 1 1 ■ 1 ts n ^ — 1 f- uF, <^ ui 22 < W CD „ UJ (t „ UJ 0
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
