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For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the...

For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.120 N/m 60 Nm с A D B 200 N/m 500 mm 400 mm 300 mm

120 N/m 60 Nm с A D B 200 N/m 500 mm 400 mm 300 mm
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Soluo. 120 N/N. A60NN D © 260 1 11 B 200N/N 300 ml 800 NN. 4100MM S.F.D 9.6 at B = 0 Sif at D 120*0.3 = 36 N. Sif at a 36 N.0 for BoriD (NH) Bin at B = Bom at 1200.30% 0.15 5.1 NM. B.M at e (120*0.3x0.5) – 60 = -40.2 NM, B.nl at A ( 12020.3x].359-60124 N.at A absolute Max. Shear force absolute Max moment = -75.4 = -75.4 NM of A. Bending

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