Solve by using MATLAB and bisection method only!

Figure P5.13a shows a uniform beam subject to a linearly increasing distributed load. The equation for the resulting elastic curve is wo y = 120EIL x3 +2Lx3 L4x) Use bisection to determine the point of maximum deflection (i.e., the value of x where dy/dx = 0). Then substitute this value into Eq. (P5.13) to determine the value of the maximum deflection. Use the following parameter values in your computation: L = 600 cm, E = 50,000 kN/cm, 1 = 30,000 cm", and we = 2.5 kN/cm