can you please solve this numerical methods question, and can you please show the matlab code for the plot

2- As depicted in the below figure, the downward deflection, y(m), of a cantilever beam with a uniform load, w =10,000 kg/m, can be computed as y= w (x+ 4Lx + 6L?x?) ' 24EI where x = distance (m), E = the modulus of elasticity =2x10 Pa, I = moment of inertia = 3.25 x 104 m+, and L=length = 4m. This equation can be differentiated to yield the slope of the downward deflection as a function of x. dy dx w (4x3 - 12L? + 12L2x) ? 24EI If y = 0 at x = 0, use this equation with Euler's method (Ax = 0.125 m) to compute the deflection from x = 0 to L. Develop a plot of your results along with the analytical solution computed with the first equation x = 0 x=L 0 w