The elastic properties of concrete under bi-axial loading . 130 moduluG of elasticity at the center of the cross. Ilo speciraensrere tested as simple beams on supports to determine theeffect of the intersectine beam, but enoug-h eatige-lines v:ereobserved to determine the distribution of deformation alon^ thecenter line of a beam and from a diagram showing the distributionof deformation a factor showing the effect of the enlarged sectionmay be arrived at by the following considerations: Prom ], 40 and 41, pages 127, 128 and 129 it may be seen that theenlarged section has a small eff
The elastic properties of concrete under bi-axial loading . 130 moduluG of elasticity at the center of the cross. Ilo speciraensrere tested as simple beams on supports to determine theeffect of the intersectine beam, but enoug-h eatige-lines v:ereobserved to determine the distribution of deformation alon^ thecenter line of a beam and from a diagram showing the distributionof deformation a factor showing the effect of the enlarged sectionmay be arrived at by the following considerations: Prom ], 40 and 41, pages 127, 128 and 129 it may be seen that theenlarged section has a small effect on the action of the inter-secting beam. The drav/ing at the top of each f ignare sho7;s theposition of the gauge-lines on the compression face of thespecimen. Across the bottom of the page a line of zero deforma-tion is drawn and deformations on the several gau^e-lines areplottedfrom it directly under the gauge-line as sQ^etched at the tocompression upward and tension dovmward. Lines are drawnconnectii^ points obtained by plotting unit deformations c
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
