Draw the shear and moment diagrams of the loaded beam shown below. A V1 = 0 V2 = -40 V3 = +60 V4 = +20 V5 = -40 V6 = 0 20 kN/m -2m-2m- M1 = 0 M2 = -40 M3 = +40 M4 = -40 M5 = +80 M6 = 0 B 60 KN C 120 kN • m -2m- O D -2m- E

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