Q$2(10$ points$)$: Draw the shear and moment diagram of the beam below. The load distribution

varies linearly from $0ki\frac{p}{f}t$ at A to $3\mathrm{.}0ki\frac{p}{f}t$ at B and then from $3\mathrm{.}0ki\frac{p}{f}t$ at B to $0ki\frac{p}{f}$

Q$2(10$ points$)$: Draw the shear and moment diagram of the beam below. The

varies linearly from $0ki\frac{p}{f}t$ at A to $3\mathrm{.}0ki\frac{p}{f}t$ at B and then from $3\mathrm{.}0ki\frac{p}{f}t$ at B and then from $3\mathrm{.}0$ kip$/$ft at B