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A platform for research: civil engineering, architecture and urbanism
The effective width of a plate supported by a beam
Theoretical mathematical analysis endeavoring to determine what part of plate width is to be inserted in calculation of moment of inertia of system composed of plate attached to stiffening member or girder and subjected to bending-moment; review of research by von Karman and W. Metzer; comparison of theoretical and experimental values, effective widths of thin plates; approximate formulas for longitudinal stress; criterion of effective width.
The effective width of a plate supported by a beam
Theoretical mathematical analysis endeavoring to determine what part of plate width is to be inserted in calculation of moment of inertia of system composed of plate attached to stiffening member or girder and subjected to bending-moment; review of research by von Karman and W. Metzer; comparison of theoretical and experimental values, effective widths of thin plates; approximate formulas for longitudinal stress; criterion of effective width.
The effective width of a plate supported by a beam
Instn. Civil Engrs. -- Selected Eng. Papers
Miller, A.B. (author)
1929
28 pages
18 Figs.
Article (Journal)
English
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