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A platform for research: civil engineering, architecture and urbanism
Deflections of Beams With Variable Moments of Inertia
The determination of the deflections for the special types of open-webbed, elastic frameworks often met in the practice of the bridge engineer has received much attention, and very exact solutions are made for these problems by both graphical and analytical methods.
The determination of the deflections for solid-webbed girders, which is of equal theoretical interest and often of great practical importance, however, has been confined chiefly to girders with a constant moment of inertia, and such determinations have usually been made by means of the equation of the elastic curve. It is the purpose of this paper to give a more general method for determining the deflections of solid-webbed girders under flexure, and to illustrate its application to the forms of girders most frequently met in practical bridge construction.
Deflections of Beams With Variable Moments of Inertia
The determination of the deflections for the special types of open-webbed, elastic frameworks often met in the practice of the bridge engineer has received much attention, and very exact solutions are made for these problems by both graphical and analytical methods.
The determination of the deflections for solid-webbed girders, which is of equal theoretical interest and often of great practical importance, however, has been confined chiefly to girders with a constant moment of inertia, and such determinations have usually been made by means of the equation of the elastic curve. It is the purpose of this paper to give a more general method for determining the deflections of solid-webbed girders under flexure, and to illustrate its application to the forms of girders most frequently met in practical bridge construction.
Deflections of Beams With Variable Moments of Inertia
Hudson, C. W. (author)
2021-01-01
171903-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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