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A 35ft cantilever column has the following cross section A=55.0in2,Ix=3600in4, and Iy -2800 in.4 The applied factored axial load on this column is Pu=1000k. Check

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A 35ft cantilever column has the following cross section A=55.0in2,Ix=3600in4, and Iy -2800 in.4 The applied factored axial load on this column is Pu=1000k. Check whether this column is adequate. Assume column to be fixed at bottom and free at top. Assume A36 steel ( Fy=36ksi). Use the equations in Chapter E in the AISCM and recommended K value from page 16.1-570 from Part 16 of the AISCM

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