#$2.$ Write the shear equations$($s$)$ and moment equations$($s$)$ for the shown cantilevered beam that is fixed at A $.$ Use your equations to plot the shear and moment diagrams. Be sure to include all external support reactions at a fixed end in your statics.

Have $\text{'}$x$\text{'}$ start as zero at point A as shown. The beam carries a uniformly distributed load and moment as shown. Recall that $1$kip$=1000$ lbs$.$