Question: A frame is under load shown below. Take E = 200 GPa, I= 280(106) mm4, A= 18(103) mm2 for each member. The local and global

A frame is under load shown below. Take E = 200 GPa, I= 280(106) mm4, A= 18(103) mm2 for each member. The local and global coordinate systems have been established. Using the finite element method, determine 1) the total stiffness matrix K; and 2) the nodal displacements for the frame

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