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A 12 in Fig P5 12 600 lb 3600 lb in D 600 lb 8 in E 12 in B PROBLEM 5 12 Draw the

A 12 in Fig P5 12 600 lb 3600 lb in D 600 lb 8 in E 12 in B PROBLEM 5 12 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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