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Analyse Pin-joint frame by flexibility method.

Subject :- Structural Analysis II

Title :- Analysis of Indeterminate truss

Difficulty :- Hard

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1 Answer
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1) Degree of Static indeterminacy :-

Dse = r-3 = 3-3 = 0

Dsi = M - (2j - 3) = 11 - (2(6) - 3) = 11 - 9 = 2

Ds = 0+2 =2

2) Treating diagonal member BF and DF are redundentes let us remove them

let …

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