Question: The total load on the column at base = 1 5 4 7 . 6 The height of the column is 1 5 ft ,

The total load on the column at base=1547.6
The height of the column is 15 ft, Fy=50Ksi
What is the best steel section from AISC? Also, can you write the properties of the best section, please?

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