5.9 and 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum abso- lute value (a) of the shear, (b) of the bending moment. 2 kips/ft 15 kips 12 kN/m 40 kN Me D B B -2 m Fig. P5.9 Fig. P5.10

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