Use the moment distribution method to draw the shear and moment diagram for the shown beam. Support B and C settle 30 mm and 50 mm, respectively. Let EI = 8000 KN.m². 4 m 1 60 kN B -2 m- 20 kN/m 21 8 m I 8 m

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Chapter2: Loads On Structures
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Use the moment distribution method to draw the shear and moment diagram for the shown beam.
Support B and C settle 30 mm and 50 mm, respectively. Let EI = 8000 KN.m².
4 m
1
60 kN
-2 m-
B
20 kN/m
21
8 m
I
8 m
Transcribed Image Text:Use the moment distribution method to draw the shear and moment diagram for the shown beam. Support B and C settle 30 mm and 50 mm, respectively. Let EI = 8000 KN.m². 4 m 1 60 kN -2 m- B 20 kN/m 21 8 m I 8 m
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