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A platform for research: civil engineering, architecture and urbanism
Considers sidewise buckling of I-beams under different loadings and differing kinds of end fastenings; calculation of critical values of maximum stresses, with tabulated results; by use of these tables, necessary reduction in working stresses can be easily calculated; general method used in solution of problem; method of calculating critical loads beyond elastic limit; calculations show that actual safety of I-beams is less than that indicated by approximate formulas now in use.
Considers sidewise buckling of I-beams under different loadings and differing kinds of end fastenings; calculation of critical values of maximum stresses, with tabulated results; by use of these tables, necessary reduction in working stresses can be easily calculated; general method used in solution of problem; method of calculating critical loads beyond elastic limit; calculations show that actual safety of I-beams is less than that indicated by approximate formulas now in use.
Beams without lateral support
Am. Soc. Civil Engrs. -- Proc
Timoshenko, S. (author)
1924
16 pages
4 Figs.
Article (Journal)
English
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