Theory And Calculation of Cantilever Bridges
Theory And Calculation of Cantilever Bridges
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In our eReader you can find the full English version of the book. Read Theory And Calculation of Cantilever Bridges Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Theory And Calculation of Cantilever Bridges
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Since these members are duplicates the stress is given for only one system. Stress in P P' is simply the shear or P P' = — 46 000 pounds.
The overturning effect of wind on the truss is, in the case of a cantilever bridge, a doubtful quantity, and very difficult of satisfactory determination. It is perfectly evident in the problem at hand that the wind blowing on the shore arm affects the chord stresses in connection with the lat- eral bracing, and that this effect is trans- mitted by the latera...l system to the ends of the shore arm, where, by means of the cross-frame it is transmitted directly to the abutment and pier. The ^vind on the river arm and central span, or that part of 97 it acting on the lower chord, has, however^ the effect of twisting the river arm, and thereby causing some additional stress to the chord members of the central span, a^ well as additional stress in both chord and web members of the river arm. This change of stress must take place either when the train is on the bridge or when the bridge is unloaded.
What to read after Theory And Calculation of Cantilever Bridges?
You can find similar books in the "Read Also" column, or choose other free books by R M Ralph Mcintosh Wilcox to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Since these members are duplicates the stress is given for only one system. Stress in P P' is simply the shear or P P' = — 46 000 pounds.
The overturning effect of wind on the truss is, in the case of a cantilever bridge, a doubtful quantity, and very difficult of satisfactory determination. It is perfectly evident in the problem at hand that the wind blowing on the shore arm affects the chord stresses in connection with the lat- eral bracing, and that this effect is trans- mitted by the latera...l system to the ends of the shore arm, where, by means of the cross-frame it is transmitted directly to the abutment and pier. The ^vind on the river arm and central span, or that part of 97 it acting on the lower chord, has, however^ the effect of twisting the river arm, and thereby causing some additional stress to the chord members of the central span, a^ well as additional stress in both chord and web members of the river arm. This change of stress must take place either when the train is on the bridge or when the bridge is unloaded.
What to read after Theory And Calculation of Cantilever Bridges?
You can find similar books in the "Read Also" column, or choose other free books by R M Ralph Mcintosh Wilcox to read onlineMoreLess
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