Investigate the given section in the accompanying figure with regard to safety if primary bending is in the weak direction and the loading wis 0.02 kip/ft dead load and 0.08 kip/ft live load and Pis 2 laps dead load and 18 kips live load. A572 Grade 50 steel. w kip/ft (incl. beam weight) 10'-0" 4" (100) 4" (100 mm) 0.24" (6 mm) Bending axis 0.40" typ. (10 mm)