Question

A column is fixed at the base and pinned at the top and has the hollow cross-section sketched below. The column length is I- Im and is acted at the pinned top by an axial force P-50N Calculate the parameter ? for Youngs modulus E-200 GPa, and a buckling safety factor,-2 Knowing the yield (proportional) strength ?.-300 MPa, calculate the actual slenderness ratio and compare it to the critical slenderness ratio from this comparison with respect to the type of buckling of this column? ratio-z- E/?. what conclusion can you derive

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