2. Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a) Slope deflection method and (b) Moment distribution method. A 2 k/ft 12 ft B 8 ft- 16 ft 10 k -8 ft C D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Determine the moments at B and C, then draw the shear and moment diagrams
for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a)
Slope deflection method and (b) Moment distribution method.
A
2 k/ft
12 ft
B
8 ft-
16 ft
10 k
-8 ft
C
D
Transcribed Image Text:2. Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a) Slope deflection method and (b) Moment distribution method. A 2 k/ft 12 ft B 8 ft- 16 ft 10 k -8 ft C D
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