NUMERICAL ANALYSIS

PLEASE SOLVE USING MATLAB NOT EXCEL

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= (x4 - ) - 4Lx' +622x2) 24EI where x = distance (m), E = the modulus of elasticity =2x10" Pa, 1 = moment of inertia = 3.25 x 10*m*, and L=length = 4m. This equation can be differentiated to yield the slope of the downward deflection as a function of x. dy w (4x - 12LX + 12L2x) dx24ET ? 122x 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 w