Question: Using AISC Table 4 - 2 2 , Available Critical Stress for Compression Members ( Allowable Buckling Stress ) , select the most economical A

Using AISC Table 4-22, Available Critical Stress for Compression Members (Allowable Buckling Stress), select the most economical A36 steel wide flange section to serve as a column to support a 28' long beam carrying a combined uniform rectangular load of 18,000 plf and a 60-kip concentrated load placed at mid-span. The column is 20' tall and is considered pinned at the top and bottom.
Using AISC Table 4 - 2 2 , Available Critical

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