Considering the beam below, EI is constant in all beams. 3 kN 2 kN/m C 1 m. 1 m, 5m 7m B 8 kN/m D 4. Determine the deflection at the midspan of beam CD. 5. Determine the deflection along beam AB directly below the support at C. 6. Determine the slope at the midspan of beam AB.

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