A) Draw the shearing force diagram and the moment diagram of the following problem. The beam is indeterminate. You need to integrate the moment twice to get a formula for the deflection v(x). Notice that the beam does not move up or down and does not rotate at the left fixed support, but it only cannot move up and down in the pivot support with rollers.
B) Find the angle (i.e. the slope) at the right edge of the beam. Note: EI = 8000 N-m2