It is desired to use a 12-in.W-shape for a column to support a beam. Select a...

It is desired to use a 12-in.W-shape for a column to support a beam. Select a trial size for the column for the following data: column factored axial load from above is 485 kips, factored beam reaction is 100 kips, and unbraced column height is 18ft.

* Check the section found to see if it complies with
the AISC interaction equations for axial compression plus bending.* (Interaction Formula Check)

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Expert Solution

Ally Wells answered 10 months ago

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