Using MATLAB, use Newton Raphson instead of bisection, with an initial guess between 60 and 225.

8.18 Figure P8.18a shows a uniform beam subject to a linearly increasing distributed load. The equation for the resulting elastic curve is (see Fig. P8.18b) Wo (P8.18.1) 120EIL Use bisection to determine the point of maximum deflection (that is, the value of x where dyldx - 0). Then substitute this value into Eq. (P8.18.1) to determine the value of the maximum deflection. Use the following parameter values in your computation: L 450 cm, E 50,000 kN/cm2,1 30,000 cm4, and w 1.75 kN/cm