N* = 1400 KN Select the most economical section for the beam-column shown. Side-sway is prevented. The column has no lateral support in the x-axis and it is braced at mid-height about the y-axis. Bending is about the major principal axis. Grade 300 steel. Mx* = 90 KN-m COMBINED ACTIONS 1 Assignment MX* = 150 KN-m 5.4 mts N* = 1400 KN N* = 1400 KN 2.7 mts N* = 1400 KN