Question: Consider the truss system shown without the 1 0 0 kN load. The support at node d undergoes a horizontal settlement of 1 mm to

Consider the truss system shown without the 100 kN load. The support at node d undergoes a horizontal settlement of 1 mm to the left. Please help me compute the resulting displacement at node a and the reaction forces at node d. Show the global stiffness matrix and the force vector to compute the displacements at node a. Thank you!
Consider the truss system shown without the 1 0 0

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