Zs aoa Stock Photos and Images
Air ambulance plane, Hawker 800A at Africa 2012 Aerospace and Defence airshow, Waterkloof Airbase, Pretoria. Stock Photohttps://www.alamy.com/image-license-details/?v=1https://www.alamy.com/stock-image-air-ambulance-plane-hawker-800a-at-africa-2012-aerospace-and-defence-168777762.htmlRMKPGDN6–Air ambulance plane, Hawker 800A at Africa 2012 Aerospace and Defence airshow, Waterkloof Airbase, Pretoria.
Tests on plain and reinforced concrete beams . /oo o (Oo 37^3 000 3y r 2ooQ . 0 f 0 3 ^ 3^ 000 3oo o .0 ^ / 3 ^ ao , 0 /3 4£> ^ r oc> ^ ooa . ^ /L 3 7/^^^^o ^ 3ao . ^ /f 3 ^ 00 OOG In thiG beam the deflections were obtained from deflectoiri eter supported on frame under the beam. 3earn No. l<3. 0/ /^/a^//<r/ f /OS aoa /COO ? 0 / ^0 / S 00 So GOO 0 a a .0273 ZS OOGOC: 3 OS Z4 ^-4 (Ooo The coefricient of el^cticity figured from the deformationsequals unit stress divided b^/ unit deformation. <q - z /^/-<^. 24. 5><f^rn Mo. |(. E. y<f<tn 5o meicr 3pan loo s To fa/ L Stock Photohttps://www.alamy.com/image-license-details/?v=1https://www.alamy.com/tests-on-plain-and-reinforced-concrete-beams-oo-o-oo-373-000-3y-r-2ooq-0-f-0-3-3-000-3oo-o-0-3-ao-0-3-4gt-r-ocgt-ooa-l-3-7o-3ao-f-3-00-oog-in-thig-beam-the-deflections-were-obtained-from-deflectoiri-eter-supported-on-frame-under-the-beam-3earn-no-llt3-0-altr-f-os-aoa-coo-0-0-s-00-so-goo-0-a-a-0273-zs-oogoc-3-os-z4-4-ooo-the-coefricient-of-elcticity-figured-from-the-deformationsequals-unit-stress-divided-b-unit-deformation-ltq-z-lt-24-5gtltfrn-mo-e-yltflttn-5o-meicr-3pan-loo-s-to-fa-l-image343265894.htmlRM2AXD346–Tests on plain and reinforced concrete beams . /oo o (Oo 37^3 000 3y r 2ooQ . 0 f 0 3 ^ 3^ 000 3oo o .0 ^ / 3 ^ ao , 0 /3 4£> ^ r oc> ^ ooa . ^ /L 3 7/^^^^o ^ 3ao . ^ /f 3 ^ 00 OOG In thiG beam the deflections were obtained from deflectoiri eter supported on frame under the beam. 3earn No. l<3. 0/ /^/a^//<r/ f /OS aoa /COO ? 0 / ^0 / S 00 So GOO 0 a a .0273 ZS OOGOC: 3 OS Z4 ^-4 (Ooo The coefricient of el^cticity figured from the deformationsequals unit stress divided b^/ unit deformation. <q - z /^/-<^. 24. 5><f^rn Mo. |(. E. y<f<tn 5o meicr 3pan loo s To fa/ L
