Torsional Instability of Thin Angle Section Struts

Author: Thomas, Edgar W

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The Institution of Structural Engineers The Institution of Structural Engineers
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Torsional Instability of Thin Angle Section Struts

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Thomas, Edgar W
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The Structural Engineer
Author

Thomas, Edgar W

Citation

The Structural Engineer, Volume 19, Issue 5, 1941

Date published

N/A

Author

Thomas, Edgar W

Citation

The Structural Engineer, Volume 19, Issue 5, 1941

Price

Standard: £10 + VAT
Members/Subscribers: Free

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

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The Institution of Structural Engineers

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