Question 1(b) If everything else about the frame in Figure Q1(a) remains the same except for the way the frame is supported at D which is now a roller as shown in Figure Q1(b), recalculate the joint moments at Band C using the moment-distribution method. 20 kN/m B C 4 m 8 m E A 8 m 6 m Figure Q1(a)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Question 1(b)
If everything else about the frame in Figure Q1(a) remains the same except for the way the frame
is supported at D which is now a roller as shown in Figure Q1(b), recalculate the joint moments at
Band Cusing the moment-distribution method.
20 kN/m
C
4 m
8 m
A
8 m
6 m
Figure Q1(a)
Transcribed Image Text:Question 1(b) If everything else about the frame in Figure Q1(a) remains the same except for the way the frame is supported at D which is now a roller as shown in Figure Q1(b), recalculate the joint moments at Band Cusing the moment-distribution method. 20 kN/m C 4 m 8 m A 8 m 6 m Figure Q1(a)
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