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2 kN C 0 3 m D 8 kN 0 3 m E GO 0 3 m F 2 kN 0 3 m B 0

2 kN C 0 3 m D 8 kN 0 3 m E GO 0 3 m F 2 kN 0 3 m B 0 2 m 0 2 m PROBLEM 5 11 Draw the shear and bending moment diagrams for the beam and loading shown and determine the maximum absolute value a of the shear b of the bending moment

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