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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3 MOMENT EQUATION AND DISPLACEMENT METHOD OF ANALYSIS
1. For the continuous beam shown, draw the shear and moment diagrams. El is
constant. Use (a) Three moment equation (b) Slope deflection method and (c)
Moment distribution method.
+
40 kN/m
A
5m | 2m |
+
120kN
2 k/ft
12 ft
-8 ft-
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.
B
4m
16 ft
GOKN
10 k
+
4m
-8 ft
C
90 kN
D
Transcribed Image Text:3 MOMENT EQUATION AND DISPLACEMENT METHOD OF ANALYSIS 1. For the continuous beam shown, draw the shear and moment diagrams. El is constant. Use (a) Three moment equation (b) Slope deflection method and (c) Moment distribution method. + 40 kN/m A 5m | 2m | + 120kN 2 k/ft 12 ft -8 ft- 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. B 4m 16 ft GOKN 10 k + 4m -8 ft C 90 kN D
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