311 C H18

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gaconnhome1987

The document discusses allowable axial compressive loads on structural members. It describes key factors that influence a member's capacity including length, cross-sectional area, material properties, and end fixity. The column buckling formula developed by Euler is presented, as well as the American Institute of Steel Construction (AISC) approach for analyzing and designing columns based on the slenderness ratio.

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0 100 200 300 400 500 600 0 5 10 15 20 25 30 40 LENGTH (ft) LOAD (kips)

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1.) Elastic Buckling 2.) Inelastic buckling 3.) Short Column – Material Failure ,[object Object]

[object Object],[object Object],[object Object],L 2 P e = load at which a slender column will buckle (lb)  = 3.14 E = Modulus of Elasticity (psi) I = Moment of Inertia (in 4 )

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311 C H18

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