Determine the vertical displacement at point A of the beam shown in Figure 2. Draw all shear force and bending moment diagrams and the beam's deflected shape with the loading shown. Indicate values at key points, determine slopes, report values and locations of any local maximums and minimums for shear and moment. Take E = 29(10) ksi and I = 3, 500 in . 5 k A 3 ft B 8 k/ft 7 ft Figure 2: Beam with a fixed support at point C and dimensions and loading as shown.