Sinopsis
Excerpt from The Theory of the Continuous Girder: Its Application to Girders With and Without Variable Cross-Sections
Continuous bridges - with the exception of draw bridges are not considered economical and are not designed by, American engineers. This probably accounts for the brief treatment the theory of the continuous girder receives in text books and engineering literature.
With one or two exceptions, all American treatises con sider the moment of inertia as constant and deduce two equations for the moment over any support, one to be ap plied when the loads are on the left of the support and the other when the loads are on the right. These two equa tions combined would, of course, give the moment over any support for any load, but only when the moment of inertia could be assumed as constant, as in girders with parallel flanges, where it might be undue refinement to consider the cross-section as variable.
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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.
Reseña del editor
Excerpt from The Theory of the Continuous Girder: Its Application to Girders With and Without Variable Cross-Sections
Continuous bridges - with the exception of draw bridges are not considered economical and are not designed by, American engineers. This probably accounts for the brief treatment the theory of the continuous girder receives in text books and engineering literature.
With one or two exceptions, all American treatises con sider the moment of inertia as constant and deduce two equations for the moment over any support, one to be ap plied when the loads are on the left of the support and the other when the loads are on the right. These two equa tions combined would, of course, give the moment over any support for any load, but only when the moment of inertia could be assumed as constant, as in girders with parallel flanges, where it might be undue refinement to consider the cross-section as variable.
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.
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