Question: Q 2 :Using Consistent Deformations Method , analyze the frame shown. Rotational slip at support A = 0 . 0 0 3 rad.

Q2:Using " Consistent Deformations Method ", analyze the frame shown.
Rotational slip at support A=0.003rad. Vertical settlement at support A=8mm.
EI=3**104kN*m2
Q 2 :Using " Consistent Deformations Method " ,

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