5) Steel column AB is fixed at B and the contraint at A pervents motion in...

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5) Steel column AB is fixed at B and the contraint at A pervents motion in the ry plane. If E = 200 GPa and a factor of safet

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Calculate Bucking load in each direction in For Buckling Column x-z-plane Fixed - Free => Left = 2L 2(10) is zom 3 Iy= 10 (30 à Por = (3.14) (200716) (2500) 2500 (707410² = Per= 98.625 N i Column will buckle along x-y plane least in that direetion sin

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