Using the moment distribution method, sketch the bending moment diagram for the frame shown in Figure Q5. The supports at A and F are pinned supports whereas D and E are fixed supports. Joints B and C are rigid. Assume El is constant for all the members. The length of member BE and member CF is 8 m as indicated in Figure Q5 6m 60 kN/m E 30 kN/m 8m 8m s Figure Q5 80 KN 30 kN/m 4m 4m
Using the moment distribution method, sketch the bending moment diagram for the frame shown in Figure Q5. The supports at A and F are pinned supports whereas D and E are fixed supports. Joints B and C are rigid. Assume El is constant for all the members. The length of member BE and member CF is 8 m as indicated in Figure Q5 6m 60 kN/m E 30 kN/m 8m 8m s Figure Q5 80 KN 30 kN/m 4m 4m
Chapter2: Loads On Structures
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
Transcribed Image Text:Using the moment distribution method, sketch the bending moment diagram for the
frame shown in Figure Q5. The supports at A and F are pinned supports whereas D and
E are fixed supports. Joints B and C are rigid. Assume El is constant for all the members.
The length of member BE and member CF is 8 m as indicated in Figure Q5
6m
60 kN/m
B
E
30 kN/m
8m
8m
5
Figure Q5
80 KN
30 kN/m
4m
4m
D
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