EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 8220100257063
Author: BEER
Publisher: YUZU
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Chapter 10.2, Problem 45P
An axial load P is applied to the W8 × 28 rolled-steel column BC that is free at its top C and fixed at its base B. Knowing that the eccentricity of the load is e = 0.6 in. and that for the grade of steel used σY = 36 ksi and E = 29 × 106 psi, determine (a) the magnitude of P of the allowable load when a factor of safety of 2.5 with respect to permanent deformation is required, (b) the ratio of the load found in part a to the magnitude of the allowable centric load for the column. (See hint of Prob. 10.43.)
Fig. 10.45 and 10.46
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Chapter 10 Solutions
EBK MECHANICS OF MATERIALS
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Column buckling; Author: Amber Book;https://www.youtube.com/watch?v=AvvaCi_Nn94;License: Standard Youtube License