Compute the critical buckling load for a 25m timber column


compute the critical buckling load for a 2.5m timber column of full size square section 0.10m x 0.10m. The column has pinned ends(k=1). Assume the modulus of elasticity is 12Gpa and that the Euler formula applies

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Civil Engineering: Compute the critical buckling load for a 25m timber column
Reference No:- TGS0652644

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