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2) The following system of equations was derived by summing the horizontal and vertical forces at each node of the truss shown below. The forces

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2) The following system of equations was derived by summing the horizontal and vertical forces at each node of the truss shown below. The forces (F1, F2, the internal forces in the beams. etc.) represent in a. Write the system of equations in matrix form (Ax B) b. Solve the system for the internal forces of the truss members (Fi, F, etc.) using MATLAB 2 5 kN 8 kN

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