For a given loading on a beam, the deflection (x) is given by the following equation: (x)={384EIqx(9L324Lx2+16x3)384EIqL(8x324Lx2+17L2xL3)if0xL/2ifL/2xL We wish to implement a code that computes and displays the beam deflection for different points on a beam in increments of two feet. The following code was written in MATLAB. However, the code has an incorrect implementation with a few error(s). Clearly identify the errors, explain why it is an error, and submit a revised set of commands that fix all the errors in the code. 1