6 a w12x53 has been selected as a compression member for a single stor
6. A W12x53 has been selected as a compression member for a single-story
building design. The member is made of A992 Steel. The member is 20'
long, fixed at the bottom and pinned at the top in both axes. The member is braced
against flexure at the midpoint in the minor axis only. The member is braced against
torsion in both axes at the midpoint (In other words, flexural unbraced length is greater
than or equal to the torsional unbraced length) If the DL= 150 kips, what is the
maximum LL that can be applied to the column? Use LRFD and ASCE 7-22 Load
Combos. (25 points)
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