The Structural Engineer > Archive > Volume 19 (1941) > Issues > Issue 5 > Torsional Instability of Thin Angle Section Struts
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Torsional Instability of Thin Angle Section Struts

The standard types of column failure may be summarised thus:- (1) by compression in which there is a plastic flow of the material in the column, and (2) by bending as in a long column. Edgar W. Thomas

Author(s): Thomas, Edgar W