Torsional and flexural-torsional buckling of members

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Reference no: EM132416299

Suppose you have a doubly symmetric column member that has slender elements, such as an HSS shape.  Do you need to check the member for torsional buckling. Section E4 of AISC shows calculations for Torsional and Flexural-Torsional Buckling of members without slender elements.

Reference no: EM132416299

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