he figure (not drawn to scale) shows a cantilever bar fixed at point A and free at point B. It is subjected to a UDL load w along its entirety, and a point moment of amplitude M at the free end B. Given The bar 's length L = 950 = 950 mm, Young's modulus E = 210 = 210 GPa, 2nd moment of area I = 400000 = 400000 m m 4 4 , the UDL w = 16 = 16 kN/m, and the point moment M = 4 = 4 kN.m, calculate