HW$18\_$#$1$ DECK $-$ Draw the shear and moment diagrams for the this cantiliver deck off the side of a building. It is subject to a $50l\frac{b}{f}t$ uniform load and is supported at A with a fixed connection to the wall and B with a vertical force of $300$ lbf $.$ Show your work and include the values and locations of every minimum, maximum, and inflection point.

Values to check your diagrams: Max shear$=400$ lbf @ A$,$ Max moment$=1900$ lbf$.$ft @ A