A 12 ft long W12x106 (A992) beam-column is in a braced frame, supporting the following service loads and end moments: PD = 90 kip; PL = 130 kip; Mx,D = 75 kip-ft; Mx,L = 125 kip-ft; My,D = 25 kip-ft; and My,L = 40 kip-ft; where the moments are due to transverse loading. Assume K = 1.0 (TYP) and Cb = 1.0, investigate if the member is satisfactory as per the 2016 AISC LRFD.
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