Problem (2): - For the frame shown calculate the following: 1. Deflections and rotation at node 2. 2. Internal forces for element 1 . 3. Internal forces for element 2 $I_{1} = 350 \times 1 0^{- 6} m^{4}, I_{2} = 160 \times 1 0^{- 6} m^{4} and I_{3} = 200 \times 1 0^{- 6} m^{4}, E = 200 GPa . A_{1} = A_{2} = A_{3} = 0.001 m^{2} .$

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Problem (2): - For the frame shown calculate the following: 1. Deflections and rotation at node 2. 2. Internal forces for element 1 . 3. Internal forces for element 2

I_{1} = 350 \times 1 0^{- 6} m^{4}, I_{2} = 160 \times 1 0^{- 6} m^{4} and I_{3} = 200 \times 1 0^{- 6} m^{4}, E = 200 GPa . A_{1} = A_{2} = A_{3} = 0.001 m^{2} .

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