Problem (2):- Figure shows a uniform beam subject to a linearly increasing distributed load. The equation for the resulting elastic curve is y = Wo 120 EIL (-X5+2L2X3-LAX) Based on the above equation determine the point of maximum deflection (i.e., the value of x where dy/dx = 0). Then substitute this value into Equation to determine the value of the maximum deflection. Use the following parameter values in your computation: L = 600 cm, E=50,000 kN/cm², I=30,000 cm4, W = 3255 N/cm. L (a) Wo (x = L, y = 0) (x = 0, y = 0) Solve this problem by using: a) Graphical Method b) Bisection Method c) False Position Method d) Fixed point iteration e) Newton Raphson Method f) Secant Method Solve for 10 iteration each. (b)