A 15-ft A992 W10 x 54 beam-column is part of a braced frame and is subjected to a service dead load of 100 kips and a service live load of 120 kips, as determined through a first-order analysis and the Direct Analysis Method. The loads are applied at the top of the vertical member with a horizontal eccentricity of 2 inches resulting in bending about the strong (x-x) axis of the section. Determine the adequacy of the member. Use LRFD. Use the approximate analysis method to account for second-order effects.