For the given loading, the detection 6(x) bs given by the following equation 6(x)= qx (92"-24x?+ 16x) 384E1 POSXsL/2 (@x3-24LX2+17L2x-1) 1/2sXSL 384E/ 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) * = 5.8: 9 - 2000: L = 20; Sfeet E1 - 1.21098; Xstart with empty matrix deflection = D: * increment of every 2 feet from to L for k = 0:2:1+2 if 0 L/2) deflection = (q"L/384*E1)"(8*x^3 - 24*L*x^2 + 17"L^2** - L^3); disp(deflection) Identify the error(s) and submit a revised set of commands that fix all the errors in the code above to compute the beam deflection accurately