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L A EA B EA L 2L A=1e-3 [m2] E=200e9 [Pa] L=2 [m] P=50 [kN] C 2P Consider the system composed of two deformable

L A EA B EA L 2L A=1e-3 [m2] E=200e9 [Pa] L=2 [m] P=50 [kN] C 2P Consider the system composed of two deformable bars (Young's Mod- ulus E and cross-section area A). Compute the reaction forces at nodes A and C and the displace- ment components at node B and C.

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