1.

A pin-ended column of length L, modulus of elasticity E and second moment of the cross sectional area is I loaded concentrically by a compressive load P. The critical bucking load Pcr is given by

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A pin-ended column of length L, modulus of elasticity E and second moment of the cross sectional area is I loaded concentrically by a compressive load P. The critical bucking load Pcr is given by



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