Engineers, A: Proceedings of the American Society of Civil E

Anglický jazyk

Engineers, A: Proceedings of the American Society of Civil E

Vydavateľstvo: Forgotten Books
Formát: Paperback
Jazyk: Anglický jazyk
ISBN: 9781334203091

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O knihe

Excerpt from Proceedings of the American Society of Civil Engineers, Vol. 34: January, 1908; No. 1

The 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 way, that steel in compression should not be strained as high as in tension, and there is a popular impression that the only reason for this is that when the ratio of l to 7° increases above 0, or, at most, above a value very little above 0, the strength becomes lessened rapidly on this account; but there has been a growing tendency to neglect the fact that, even in very short columns, there is not the same unit strength manifested against compressive and tensile stresses.

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