How to solve this using MATLAB script?

As you should be able to derive by now, for a simply supported beam of length, L, subjected to a linearly distributed load with an intensity 0 at x = 0 and increases to wo at x = L, the deflection, y(x) is given by wo y(x) 120EIL +(-x' + 2L?x Lx), where E is the Young's modulus and I is the second moment of area. We will use Newton-Raphson method to compute the position at which the slope, y'(x) y'(x) = Wo (-5x4 + 6L2x2 L4) 120EIL of the beam is o. (a) Define anonymous functions for y(x), y'(x) and y"(x). Plot y(x) and y'(x) over 0