Solve the following indeterminate beam by the moment distribution method. Determine the reactions and draw the bending moment diagram. (Ans : Ay=4.156, By=10.839, Cy=34.937, Dy=30.068, MAB=-0.677,  MBA=17.396, MBC=-17.396, MCB=16.929, MCD=-16.929, MDC=10.285 )

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Solve the following indeterminate beam by the moment distribution method. Determine the reactions and draw the bending moment diagram. (Ans : Ay=4.156, By=10.839, Cy=34.937, Dy=30.068, MAB=-0.677,  MBA=17.396, MBC=-17.396, MCB=16.929, MCD=-16.929, MDC=10.285 ) 

3kN/m
21
5m
B
40kN
31
²2 mak
2m
с
25kN
VE
& D
3m → ²m><2m ✈
Transcribed Image Text:3kN/m 21 5m B 40kN 31 ²2 mak 2m с 25kN VE & D 3m → ²m><2m ✈
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