Question: The W 1 4 4 3 * * structural A - 3 6 steel column is fixed at its bottom and free at its top.

The W

14 43^{* *}

structural A

- 36

steel column is fixed at its bottom and free at its top. Determine the greatest eccentric load P that can be applied. Use the Interaction Method. Use the Steel Construction guidelines for buckling.

The allowable stress in bending is

_{a l l}^{b} = 20

ksi.

*

See reference folder on Brightspace for Geometric Properties of Structural Shapes as well as Buckling Formulas.

The W 1 4 4 3 * * structural A - 3 6 steel column

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