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. 30 KN ↓ 90 KN 60⁰ d A 6 m B 9m Figure 1 171 6 m E t 9m 6m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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.
30 KN
D
9m
90 KN
60°
d
A
6 m
B
9m
Figure 1
77777
6 m
E
6m
Transcribed Image Text: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. 30 KN D 9m 90 KN 60° d A 6 m B 9m Figure 1 77777 6 m E 6m
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