Tag Archive for Tag: LRFD of Compression Members

Tag: LRFD of Compression Members Columns and Other Compression Members

The principal factors governing the proportioning of members carrying compressive forces are overall column buckling, local buckling, and gross section area. The effect of overall column buckling depends on the slenderness ratio Kl/ r, where Kl is the effective length, in, of the column, l is the unbraced length, and r is the least radius of gyration, in, of the cross section. The effect

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