A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
This paper is concerned with the elastic lateral buckling of an I-section beam which is continuous over an end support and cantilevered beyond it. It is shown that the commonly used cantilever model overestimates the buckling strength of the overhanging segment, especially when there is little warping interaction between it and the interior segment.
This paper is concerned with the elastic lateral buckling of an I-section beam which is continuous over an end support and cantilevered beyond it. It is shown that the commonly used cantilever model overestimates the buckling strength of the overhanging segment, especially when there is little warping interaction between it and the interior segment.
Lateral Buckling of Overhanging Beams
N. S. Trahair (author)
1983
37 pages
Report
No indication
English
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