A plate OABC (see Fig.) has a deflection field given as w(x, y) = cxy(4a-x)(5a - y) where c is a constant. The plate flexural rigidity is D. Young's modulus E and the Poisson ratio v = 1/4. The plate thickness is h. a. Calculate the bending moment distribution (i.e. all the components of the bending moment) along the line x = 0. b. What is the largest/maximum bending moment along that line? c. Determined the support load VX, BC mid-way between B and C in terms of E, h, c and a. d. Determine the cornering load at C in terms of E, h and a. 0 ys 2a C B. Sa X