0
2.2kviews
Analyse the beam by flexibility method and draw BMD.

enter image description here

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

Marks: 10 Marks

Year: Dec 2014

1 Answer
0
29views

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 $= ∫ …

Create a free account to keep reading this post.

and 4 others joined a min ago.

Please log in to add an answer.