A horizontal beam is roller supported on a horizontal surface at point $\text{'}$A$\text{'},$ which is $10$ feet from the left end of the beam, and pin supported at point B$,$ which is $10$ feet from the right end of the beam. The horizontal distance between $\text{'}$A$\text{'}$ and B is $20$ feet. A uniformly distributed loading of $2$ kilopounds per foot acts vertically downward between points A and B$.$ One $50$ kilopound foot moment to right end of the beam is applied clockwise at the right end and another $50$ kilopound foot moment is applied counterclockwise at the left end of the beam. Part A Draw the shear diagram for the beam. Follow the sign convention. Part B$,$ Draw the moment diagram for the beam. Follow the sign convention.