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3. Draw the shear and moment diagram using only the cut method. Dont forget the simplified beam and the discontinuity lines

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600 M 300 600N 300 600N 300 A C B A D E 246077 600N 6oon 600N c DB RA Mc MD PRB 300 ISO MA 300 600 600 t 0 5 do (SED 12010 12

MD= 600 X 450-600X300-90,000 600X150+ 600 x 450+ 600X750 3X800X150 an RR = 1200N, RA1800-1200 GOON moment about 50 Me = 600x1

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