8 W 2 L4 (2) Fig 4. Frame for Q4 L3 2 P L3 (3)
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Determine all displacement components and internal reactions at node 2 using the stiffness method.
Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN.
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