CE 340; Project; Dr. Zirakian + 2 kN.m 1.5m 1.5 kN/m B 20 mm 275mm 20 mm hinge 1.4m 20 mm 1 kN.m C 100mm 1.1m T 17mm 225 mm 4.5 kN H D 0.8m + 1.6 kN/m F 0.8m +. 2.5 kN 0.8m E = 200 GPa G 3 kN.m 1. Draw shear and moment diagrams. 2. Calculate max und Imax developed in the beam. (MPa) (MPa)