Figure 1 shows a frame that is fixed at E. As indicated in the Figure, the frame is exposed to two (2) point loads, one of 90 kN applied at the free end A acting at 60 to the horizontal and the other of 30 kN applied at 6 m from joint D. 1.1 Draw a free body diagram and calculate the reactions at support E. 1.2 Draw the frame's Shear Force, Bending Moment, and Axial Force diagrams. 90 KN d 60 A 6 m B 9m 30 kN D 17777 6 m E [11] [14] 9m 6m