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Developed the flexibility method for given cordinate.

Subject:- Structural Analysis II

Title:- Flexibility Method

Difficulty:- Hard

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1 Answer
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ΣMA=0 ----(M-1)

1 - VB*5 = 0

VB = 0.2KN

ΣFY = 0

-VA + 0.2 = 0

VA = 0.2KN

ΣMA=0 -----(M-2)

12 - VB5 = 0

VB = 0.4KN

ΣFY = 0

VA - 1 + 0.4 = 0

VA = 0.6KN …

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