A member in the braced frame supports an axial compressive load and end moments that cause bending about both axes of member. Use LRFD and select the most economic W14 shape of A992 steel. The load and moments are factored. Kx-Ky-1.0. 200k Mux-150k-ft M₁x=150k-ft 20' Mux-60k-ft Muy=60k-ft W14 May-150k-ft 200k May-150k-ft End Moments Mux=60k-ft Muy=60k-ft H- End Moments