Analyse the beam by flexibility method and draw BMD.

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written 8.9 years ago by

teamques10 ★ 70k

modified 3.8 years ago by

pedsangini276 • 4.8k

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

Marks: 10 Marks

Year: Dec 2014

structural analysis

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written 8.9 years ago by

teamques10 ★ 70k

Degree of static indeterminancy, Dsi = 5 – 3 = 2

Assume Dsi = Number of Redundants

Section	Origin	Limit	Mxx	M1	M2
AD	A	0-1	0	X	0
DB	D	0-1	-20X	X+1	0
BA	B	0-4	-20( X+1 ) – 12 * X²/2	X+2	X

ΔL1 $= ∫ …

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