STEEL DESIGN: USE NSCP 2015. After running an analysis, the critical section carries a deadload of 100 kN-m (rounded off to include weight of the beam) and a liveload of 140 KN-m. Use W14 x 74 section. (Consider Flexure ONLY) 1. What if the beam is to braced at the first third point only, Cb=1.0. Determine the ultimate moment capacity of this particular beam. 2. What if the beam is continuously braced wherein Lb=0. Determine the ultimate moment capacity of this particular beam.