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3. (20) Draw the shear and moment diagrams for the beam. Assume A, = -1.2 kN and N = 32.2 kN. 8 KN 8
3. (20) Draw the shear and moment diagrams for the beam. Assume A, = -1.2 kN and N = 32.2 kN. 8 KN 8 kN 15 kN/m 20 kN m B -0.75 m-1m 1 m 0.25 m
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