The cantilever beam shown below has an applied moment of M = 19.0 kip⋅in at point B and a distributed load of w0 = 8.0 kip/in centered at point C. The beam is fixed to a wall at point A, has a modulus of elasticity of E = 29000 ksi, and a moment of inertia of I = 55.0 in4 . Assume EI is constant. The measurements corresponding to the figure are a = 10.0 in , b = 11.0 in , c = 12.0 in , and d = 5.0 in .(Figure 1)

- The first step in analyzing this problem is to determine the reactions on the beam at the wall (point A). Assuming a counterclockwise value to be positive, what is the moment reaction at point A?

- Determine the deflection at point D. Express your answer to three significant figures and include appropriate units.

- Slope of beam ABCD at point D. Determine the slope at point D.