311 C H18

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[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],[object Object]

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

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

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 )

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object]

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311 C H18

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