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Author: Arthur N. Talbot Publisher: Forgotten Books ISBN: 9781333622145 Category : Technology & Engineering Languages : en Pages : 38
Book Description
Excerpt from A Test of Three Large Reinforced Concrete Beams The beams were in the form of slabs, 25 ft. Long, 6 ft. 3 in. Wide, and 34 in. Deep at the middle, and weighed about 83 tons each. They were built for use in the bridge oor over subways. The slabs span the distance from the curb to the center of the street pavement (shorter and smaller Slabs spanning the sidewalk space) making a oor over the street upon which the ballast is spread and the track laid for the eight track railroad. The slabs were built in the yards of the Illinois Central Railroad near Twenty seventh St., Chicago, and were to be left where made until ready for transportation to their destination, some seven miles away. 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: 9781333622145 Category : Technology & Engineering Languages : en Pages : 38
Book Description
Excerpt from A Test of Three Large Reinforced Concrete Beams The beams were in the form of slabs, 25 ft. Long, 6 ft. 3 in. Wide, and 34 in. Deep at the middle, and weighed about 83 tons each. They were built for use in the bridge oor over subways. The slabs span the distance from the curb to the center of the street pavement (shorter and smaller Slabs spanning the sidewalk space) making a oor over the street upon which the ballast is spread and the track laid for the eight track railroad. The slabs were built in the yards of the Illinois Central Railroad near Twenty seventh St., Chicago, and were to be left where made until ready for transportation to their destination, some seven miles away. 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: A N 1857- Talbot Publisher: Palala Press ISBN: 9781356194933 Category : Languages : en Pages : 42
Book Description
This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work.This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work.As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.
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: 9780656171491 Category : Technology & Engineering Languages : en Pages : 50
Book Description
Excerpt from Tests of Reinforced Concrete Beams, Vol. 14: Series of 1906 Stone. The stone for the Joint Committee tests was a good quality of limestone from Kankakee, Illinois, ordered screened through a 1-in. Screen and over a f-in. Screen. It contained from 4570 to 50% voids and weighed 85 lb. Per cu. Ft. Loose. The stone for the Experiment Station tests was also a Kankakee limestone somewhat softer than the other, screened as above, and contained 50% to 5470 voids. It was somewhat finer than the Joint Commit tee stone. In the determination of the voids in both stone and sand, the material was poured slowly into the water SO that the voids became filled with water and no air was caught. 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: Duff Andrew Abrams Publisher: Forgotten Books ISBN: 9781528019552 Category : Technology & Engineering Languages : en Pages : 298
Book Description
Excerpt from Tests of Restrained Reinforced Concrete Beams An analysis has been made to determine Whether or not the usual moment formulas for continuous beams may be used in the design of continuous reinforced concrete floors or beams. 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: Duff Andrew Abrams Publisher: Forgotten Books ISBN: 9780265844250 Category : Languages : en Pages : 116
Book Description
Excerpt from Tests of Reinforced Concrete Beams: Distribution of Stresses The manufacture of beams, where they differ from.the gen eral method, will be described in detail below, a summary of all beams being given at the end of this section. 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: Raymond Clark Pierce Publisher: Forgotten Books ISBN: 9781528027847 Category : Technology & Engineering Languages : en Pages : 174
Book Description
Excerpt from Tests of Reinforced Concrete Beams: Resistance to Web Stresses; Thesis In order to make the data morw complete, tests were made on beams varying in span, age, and in horizontal and vertical reinforcement. A total of fifty beams were tested. The different beams were divided into three classes. 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
Author: Arthur N. Talbot
Author: Arthur Newell Talbot
Author: A N 1857- Talbot
Author: Arthur N. Talbot
Author: Arthur N. Talbot
Author: Arthur N. Talbot
Author: Duff Andrew Abrams
Author: Willis a Slater
Author: Duff Andrew Abrams
Author: Raymond Clark Pierce