. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 337 PERCENT OF RECORDED STATIC STRESS 2p lO 5 ^ C^ ; o 01 00 1^ ID c ^ V 1;^ J O o o. o. 1 zoinaio 3 UJ < r 1 IT < 0 L o < s (t ^s- c 3J - UJ u - -^. -IS UJ °, 0 1 O f o- . 0 0 1 in Q. MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) -j o. - z2 1 1 1 5 oX 2<l s: c 1- Si3i 1 1 ? 1 • c • s • a. UJ a Z o en Z z ^ oo - 55t- o z2 z y O L_ -< Z 1- 5o o J 2 1 a 1 1 bV UJcvi > • Q- • o 1 - 1 • ? 1 L L — — o 1 ~ ^ —, — t O UJ g cn 1/5 7; 3 0: 9o <= ir .. UJ 03 01 K - in — „ °- ^ m a xf-5
. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 337 PERCENT OF RECORDED STATIC STRESS 2p lO 5 ^ C^ ; o 01 00 1^ ID c ^ V 1;^ J O o o. o. 1 zoinaio 3 UJ < r 1 IT < 0 L o < s (t ^s- c 3J - UJ u - -^. -IS UJ °, 0 1 O f o- . 0 0 1 in Q. MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) -j o. - z2 1 1 1 5 oX 2<l s: c 1- Si3i 1 1 ? 1 • c • s • a. UJ a Z o en Z z ^ oo - 55t- o z2 z y O L_ -< Z 1- 5o o J 2 1 a 1 1 bV UJcvi > • Q- • o 1 - 1 • ? 1 L L — — o 1 ~ ^ —, — t O UJ g cn 1/5 7; 3 0: 9o <= ir .. UJ 03 01 K - in — „ °- ^ m a xf-5i g< 5crt£. 2X 338 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS V i> J M — o cS r- ID IT ^ r< o. «■ 3 • i 0 o I or - Ul -I1 r — - , z zo<n UJQ < UJ a: 0 ■ , o 0 o- . MAXIMUM RECORDED STRESS IN CONCRETE IN KSI{LIVE LOAD PLUS IMPACT) r- o. 1 lO — o (/> }l < ? S^ 3 UJO 1-_J Ul < a:o o 8 rr 1 3O 1 • • ^ 1 UJ 05z z P * (7j < n ZK S UJ<0 1 1- Q <0 Ul ^ 2 y UJ < f, o ^^(J 2 o ■oS- _1 o 1-< < _ S ^ o q: K Ho yi ino < UJ^ujS 2 2 o o UJ o ■ s • - 1 1 • o ) • o . —H — 1 t- — — 1 — 1 [ L — — 1 .L en < (1- <fi! Ul ^ a: o m ^_ in UJ S Old O § ujtr < (r CO 3< O- CD
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
