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Euler equation used as basis for column strength analysis; influence of shape of stress strain diagram is shown by non-dimensional column curves; envelope formula is derived; effects of initial eccentricity are investigated by interaction curves for combined bending and compression; correction of test data, and fixity effects, and optimum design of columns discussed briefly. (See also - discussion n 7 Sept p 1085-8, n 8 Oct p 1224-8, n 9 Nov p 1397-1400)
Euler equation used as basis for column strength analysis; influence of shape of stress strain diagram is shown by non-dimensional column curves; envelope formula is derived; effects of initial eccentricity are investigated by interaction curves for combined bending and compression; correction of test data, and fixity effects, and optimum design of columns discussed briefly. (See also - discussion n 7 Sept p 1085-8, n 8 Oct p 1224-8, n 9 Nov p 1397-1400)
Applied column theory
Am Soc Civ Engrs -- Proc
Shanley, F.R. (author)
1949
30 pages
Article (Journal)
English
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