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Analyze the beam by flexibility method or force method and draw BMD

Subject:- Structural Analysis II

Title:- Flexibility Method

Difficulty:- Hard

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1 Answer
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1) DSE = r-3 = 4-3 = 1

Treating VC as redunded rxn. Let us remove it and obtain statically determine as below :

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ΣMA = 0

5332VB38 =0

VB = 4.899KN

ΣFY = 0

VA(53)+4.833 =0

VA = 10.167KN

Now draw the diagram …

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