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Analyze the beam shown in fig. using M.D.M. Draw BMD. Support B settles down by 12 mm E = 2.1*105 mpa I = 85*105 mm4.

Subject :- Structural Analysis II

Title :- Moment Distribution Method

Difficulty :- High

Q6

1 Answer
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Free Body diagram :

Q5 i

1) F.E.M's [Fixed end Moment] :

AB =>

Mab=M4=404 = 10 KN.m

= M46EIδl2=404617850.01262

Q6 i

[ I=85105 mm4 [ E=2.1105 mpa (N/mm4)

I=85105(103)4 m4 E=2.1105103(103)2m2

I=85107m4] E=2.1108 KN/m2]

E …

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