Matlab code. Ingnore hand written M and F in blue pen.

Fx2 6EI r y, = (31 -x) , and y,- , where El 1 - 2EI EL the beam, , is the derivative of the deflection. Write a program that asks the user to input beam's length L, flexural rigidity El (you may consider this as a single parameter, and its unit is force length2), force F, and moment M. Use MATLAB built-in polynomial functions to find and plot the beam's deflection y (which is the sum of yi and y2) and slope , and also to locate the place(s) along the beam where the deflection would be zero and where the slope would be zero, respectively, and to get the deflection and slope at the freend of the beam. Run your program and report the results with the following parameters: L-1.2 m, El-6x10s Nm?, F=11 000 N, and M-10000 N m