Analyse the frame and draw BMD by using Flexibility Method

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written 8.2 years ago by

teamques10 ★ 69k

modified 3.2 years ago by

pedsangini276 • 4.8k

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

Marks: 8 Marks

Year: Dec 2014

structural analysis

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written 8.2 years ago by

teamques10 ★ 69k

Θ = tan -1 [ 5/3 ] = 59°

DC inclined distance = sq.rt 5^2 + 3^2 = 5.83 m

Dsi = r – 3 = 5 – 3 = 2

Select support D as redundant. No moment at D bcoz hinge at D.

Remove all actual loads & apply …

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