Con AC COME yjiensvinu nn99250 lb W Samexa 69 IstoT For the beam shown with uniformly distributed load (w=150 lbf/ft) in the mid span: (a) Calculate the support reactions at A and B (use symmetry to avoid applying equilibrium equations) (b) use section method to obtain shear force equations, V(x) in lbf, and bending moment equations, M(x) in lbf-ft. No need to compute V and M at discreet points of beams. (c) use gra nical (area) method to calculate V and M at the free ends of beam and at supports A and B. (d) sketch the V(x) and M(x) diagrams for the beam. 2a bris amerycib 250 lb lond bszolo wolle 10161Bs52 moldona ils tqmsh6 -6 ft- 4 ft-