Question: A W 1 4 1 2 0 column with a length of about both axes of 4 0 ft . was selected by the structural

A W14120 column with a length of about both axes of 40 ft . was selected by the structural engineer. Kx=Ky=
1.0. The plans forgot to indicate the following. Please solve them:
Determine elastic or inelastic buckling.
Determine allowable capacity.
Can it carry Pu=600k?
What brace lengths /how many braces in each direction are needed to just change the buckling type
(bullet #1)?
How much additional capacity do you get for bullet #4?
A W 1 4 1 2 0 column with a length of about both

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