Question: Q 4 ) The supports B and C settle down by 8 mm and 4 mm , respectively. Determine the moments acting at the ends

4)

The supports B and C settle down by

8

mm and

4

,

respectively. Determine the moments acting at the ends of each member using moment distribution method, then draw the moment diagram for the whole structure.

E I = 30000 k N m^{2} .

Q 4 ) The supports B and C settle down by 8 mm

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