
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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If a compression member is only subject to axial compression, the Critical Buckling Load Formula is equal to the product of Euler's Buckling stress multiplied by a "0.877" constant (Fcr = 0.877 * Fe) , then the member is experiencing Elastic Flexural Buckling.
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