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Develop the flexibility and stiffness matrix for prismatic member AB with reference to the co-ordinates shown in fig.

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

Marks: 10 Marks

Year: Dec 2014

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M1 : $ΣMa = 0 , Vb = 4/6 = 2/3 = 0.33 \\ ΣV = 0 , Va + Vb = 1 , Va = 4/6 = 0.67$

M2 : $ΣMa = 0 , Vb * 6 =1 , Vb = 1/6 = 0.167 \\ ΣV = 0 , …

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