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Author: Willis a Slater Publisher: Forgotten Books ISBN: 9781527910294 Category : Technology & Engineering Languages : en Pages : 130
Book Description
Excerpt from Shear Tests of Reinforced Concrete Beams In order to determine with sufficient certainty whether beams of rectangular cross section and long, slender beams would show web stresses and shearing strengths nearly the same as those for the beams tested it would be necessary to test such beams in considerable number. However, this question becomes unimportant practically, because rectangular or slender beams generally will fail by tension or compression in a longitudinal direction, with web stresses so low as to present no unusual problems of web reinforcement. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: Willis a Slater Publisher: Forgotten Books ISBN: 9781527910294 Category : Technology & Engineering Languages : en Pages : 130
Book Description
Excerpt from Shear Tests of Reinforced Concrete Beams In order to determine with sufficient certainty whether beams of rectangular cross section and long, slender beams would show web stresses and shearing strengths nearly the same as those for the beams tested it would be necessary to test such beams in considerable number. However, this question becomes unimportant practically, because rectangular or slender beams generally will fail by tension or compression in a longitudinal direction, with web stresses so low as to present no unusual problems of web reinforcement. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: Arthur N. Talbot Publisher: Forgotten Books ISBN: 9780656123858 Category : Technology & Engineering Languages : en Pages : 74
Book Description
Excerpt from Tests of Reinforced Concrete Beams In the determination of the values Of the deformations, all extensometer motions, no matter how many times the load may have been released, are referred to-the position of the rollers at the beginning of the test as zero and no attention has been paid to the set of the beam. Diagrams. - Load deformation curves, deflection curves, and position of the neutral axis are shown in Fig. 21 to 41. The curve marked Upper Fiber represents the deformation per unit of length at the compression face of the beam. The curve marked Steel indicates the deformation per unit of length in the plane of the reinforcement, and considers that the steel elongates the same as the concrete at the same depth. The curve of deflection has a separate scale of abscissas. The applied load is here used and no account is taken of the weight of the beam, which has already stressed the fibers at the time the extensometers are read at zero load. The diagram at the top of the figure shows as ordi nates the positions Of the neutral axis corresponding to the loads given on the scale of abscissas. The upper and lower lines of the diagram represent the top and the bottom of the beam, but in the case of reinforced concrete beams the position of the neutral axis is given in per cent., not of the total depth, but of the distance from the compression face 'to the center of the metal reinforce ment. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: Arthur N. Talbot Publisher: Forgotten Books ISBN: 9780656158287 Category : Technology & Engineering Languages : en Pages : 98
Book Description
Excerpt from Tests of Reinforced Concrete, Beams, Vol. 6: Resistance to Web Stresses Series of 1907 and 1908 In the analysis of beam action, two classes of stresses are considered; (1) the horizontal or longitudinal component stresses (tension and compression) which are used in the calculation of the resisting moment of the section, and (2) diagonal, vertical, and horizontal stresses, like shear and diagonal tension and dia gonal compression, which constitute what are frequently termed web stresses. The first named stresses and the resisting moment resulting therefrom in many cases measure the ability of the beam to carry the required load. With reinforced concrete beams, however, the second type of stresses under conditions which are not unusual, may be the limiting element in the strength of the beam, and the resistance to such stresses therefore constitutes an important feature of a well designed beam. These web stresses may include bond stress (resistance to slip of reinforcing bar in the concrete), shearing stresses in various directions, and tensile stresses and compressive stresses in directions other than that parallel to the axis of the beam. The calculation of the amount and distribution of the web stresses is complicated, and for use in design it will be convenient to use certain assumptions and approximations. The discussion will be made under three heads: (1) Beams without Web Reinforcement. (2) Beams with Bars Bent Up, and (3) Beams with Stirrups. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: Willis a Slater
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