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Report on results of, and conclusions drawn from, experiments with two types of structural elements: (1) members with compression flanges adequately stiffened at both edges; (2) members with compression flanges stiffened only at one edge; results are evaluated in terms of formulas and charts by which strength, deformation, and general behavior of such members can be predicted under load conditions. (See also - discussion n 6 June p 909-12, n 8 Oct p 1180, n 10 Dec p 1381-6)
Report on results of, and conclusions drawn from, experiments with two types of structural elements: (1) members with compression flanges adequately stiffened at both edges; (2) members with compression flanges stiffened only at one edge; results are evaluated in terms of formulas and charts by which strength, deformation, and general behavior of such members can be predicted under load conditions. (See also - discussion n 6 June p 909-12, n 8 Oct p 1180, n 10 Dec p 1381-6)
Strength of thin steel compression flanges
Am Soc Civ Engrs -- Proc
Winter, G. (author)
1946
28 pages
Article (Journal)
English
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