The engineering problem statement states,

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

Modulus of Elasticity, E = 1600 ksi

Skip to content
# Calculating the Critical Buckling Load for a Rectangular Wood / Timber Column Fixed at Both Ends

March 3, 2017
Abdul Siraj, P.E.
*Related Posts*

Posted by Abdul Siraj, P.E. on

The engineering problem statement states,

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

Modulus of Elasticity, E = 1600 ksi