The column shown is a W8x24 made from A 36 steel ksi ) and is subjected to a dead load of 20 kips and a live load of 80 kips . It has a
y
-axis brace at mid-height (consider each segment with pinned-pinned ends. Determine if the column has adequate strength. Note that you can't use the column design tables that are set up for 50 ksi steel. Perform a local buckling check.

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The column shown is a W8x24 made from A 36 steel ksi ) and is subjected to a dead load of 20 kips and a live load of 80 kips . It has a

y

-axis brace at mid-height (consider each segment with pinned-pinned ends. Determine if the column has adequate strength. Note that you can't use the column design tables that are set up for 50 ksi steel. Perform a local buckling check.

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