Question: A W 1 0 x 6 8 , A 9 9 2 column has an effective length of 1 6 f t about the y
A Wx A column has an effective length of about the axis and about the axis.
Determine the LRFD design strength, Is this an elastic or inelastic buckling condition?
Determine the compressive design strength of the A Gr B shown below.
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