Question: The column shown must be designed to withstand an eccentric load of 3 0 0 KI applied as shown in the figure, select the lightest

The column shown must be designed to withstand an eccentric load of 300 KI applied as shown in the figure, select the lightest W section available using A-50 steel and ASD specifications, assume that the element is recessed at its ends and the length of the column is 26 feet. Use the equivalent load equation to find the profile and check with the equationsOf the AISC, use Cmx = Cmy =0.85Sercin be colurna
The column shown must be designed to withstand an

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