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Excerpt from Proceedings of the American Society of Civil Engineers, Vol. 34: January, 1908; No. 1The reason for this is that all rational column formulas, based on the elastic properties of the steel, are founded on considerations which are applicable only to ratios of length to radius of gyration far beyond those allowed in actual construction. It is known, in a gen eral

Title : Proceedings of the American Society of Civil Engineers, Vol. 34: January, 1908; No. 1 (Classic Reprint)
Author : American Society of Civil Engineers
Language : en
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Uploaded : Apr 06, 2021

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