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Analysis the rigid jointed plane frame as shown in figure, using Flexibility Method. Draw BMD, SFD and deflected shape.

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Mumbai University > Civil Engineering > Sem 5 > Structural Analysis – II

Marks: 12 Marks

Year: May 2015

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Degree of Static Indeterminancy.

Ds = R-E = 4-3 = 1

Assuming Ds = Number of redundant force R

Portion Origin Limit Mxx M1
DC D 0-2 0 0
BC C 0-4 -10X²/2 = -5X² +X
BA B 0-5 -20X – 1042 = -20X-80 4

ΔL1 $= ∫ …

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