Please create a matlab language code for solving this problem.

Problem 1.24. points 25 - Use MATLAB As depicted in the next Fig. 1 (Fig. P1.24 in textbook), the downward deflection y (m) of a cantilever beam with a uniform load w (kg/m) can be computed as 24EI where x distance (m), E-the modulus of elasticity 2 1011 Pa, I moment of inertia = 3.25 10-4m4 , w = 10.000 N/m, and L length = 4 m. This equation can be differentiated to yield the slope of the downward deflection as a function of x: dx 24E If y 0, use this equation with Euler's nethod Ax = 0.125m) to compute the 0 at x deflection from x-0 to L Develop a plot of your results along with the analytical solution computed with the first equation. 0 Problem 1.24. points 25 - Use MATLAB As depicted in the next Fig. 1 (Fig. P1.24 in textbook), the downward deflection y (m) of a cantilever beam with a uniform load w (kg/m) can be computed as 24EI where x distance (m), E-the modulus of elasticity 2 1011 Pa, I moment of inertia = 3.25 10-4m4 , w = 10.000 N/m, and L length = 4 m. This equation can be differentiated to yield the slope of the downward deflection as a function of x: dx 24E If y 0, use this equation with Euler's nethod Ax = 0.125m) to compute the 0 at x deflection from x-0 to L Develop a plot of your results along with the analytical solution computed with the first equation. 0