Could u please help with this? A rectangular beam and its geometrical sizes are shown in Figure 1. Its two ends are clamped and a distributed load is applied to the beam, which increases linearly from 0 (N/m) at the left end to the maximum value W (N/m) at the right end. Assume an elastic-perfectly plastic material model with Young's modulus E = 210 GPa, Poisson's ratio v = 0.3 and yield strength Oyield = 250 MPa determine (1) The reaction forces and moments acting on the two ends of the beam (2) The bending moment distribution across the beam (3) The collapse load Wc (4) The collapse mechanism W
