Question: Given a 4 meter both ends fixed W 8 x 2 1 steel column with Fy = 2 4 8 MPa. Use ASEP steel manual
Given a meter both ends fixed Wx steel column with FyMPa. Use ASEP steel manual for section properties. Identify what kind of failure or limit state does the column experience?
A Block Shear
B Fracture
C Yielding
D Buckling
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