Question: A column of 2 2 - ft effective length is obtained by connecting C 1 0 2 0 steel channels with lacing bars as shown.

A column of 22-ft effective length is obtained by connecting C1020 steel channels with lacing bars as shown. Using allowable stress design, determine the allowable centric load for the column. Use Y=36ksi and E=29106. Neglect the effect of the lacing bars on the moment of inertia. (Round the final answer to one decimal place.)
The allowable centric load is kips.
A column of 2 2 - ft effective length is obtained

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