For the beam and loads shown in the figures: 1.-Draw the shear force and bending moment diagrams. 2.- Determine the maximum absolute values of the shear force and the bending moment. consider p=70 P kN Q kN R kN C D E A ]B –1.5m→ -0,2 m '0.6 m 0.9 m Considerar: P = 70 :Q = (P/2) - 6:r= (Q/2)
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