Consider a W14x132 (Fy= 50 ksi) as a column in a braced frame. The column is 15 ft long. The column is bent in single curvature with equal and opposite bending moments. There is no transverse loading on the column. Is the section satisfactusyon 120 k, PL = 225 k, MDX = 70 ft-k, MLX = 90 ft-k, MDY = 50 ft-k, and MLY = 70 ft-k? Use the Effective Length Metriou