(E=200 GPa, I = 8.33e-6 m4) shown below. Compute all the reaction forces/moments (multiply displacement vector with the stiffness matrix). Verify the solution by checking that the force and moment balances are satisfied.
Show your work clearly including the boundary conditions, load vector and stiffness matrix. You can use MATLAB or Excel to numerically invert the stiffness matrix after applying the boundary conditions and solve for the unknown nodal displacement/slope values.
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