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30 kN/m 60 kN 2. Draw the shear and bending moment diagrams for the beam and loading shown to the right. Determine the C D

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30 kN/m 60 kN 2. Draw the shear and bending moment diagrams for the beam and loading shown to the right. Determine the C D maximum magnitude of the shear and of A B the bending moment. Ans. IVmarl = 72 kN, IMmarl = 96 kN-m 2m-- 2 m- I m

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