The engineering problem statement states,

The 14 ft wooden rectangular column shown below is fixed at the bottom and free at the top. Assuming that yielding does not occur, find the critical buckling load.

Modulus of Elasticity, E = 1600 ksi

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# Calculating the Critical Buckling Load for a Rectangular Wood / Timber Column Fixed at the Bottom and Free at the Top

March 3, 2017
Abdul Siraj, P.E.
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The engineering problem statement states,

The 14 ft wooden rectangular column shown below is fixed at the bottom and free at the top. Assuming that yielding does not occur, find the critical buckling load.

Modulus of Elasticity, E = 1600 ksi