a. Given the beam and its corresponding free-body diagram, draw the shear diagram. Begin by placing vertical lines. Then place segments between the lines. NOTE - You should not draw an "extra" vertical line at the location of the applied moment.

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1.0 kN/m [TT] 4m V (kN) 5 4 3 2 1 12 kN-m RD=1.25 kN RB = 5.25 kN -8 m _8 m 0 m 0 2 6 8 10 12 14 16 18 20 -1 -2 -3 + -5 1.0 kN/m [TT] 4m V (kN) 5 4 3 2 1 12 kN-m RD=1.25 kN RB = 5.25 kN -8 m _8 m 0 m 0 2 6 8 10 12 14 16 18 20 -1 -2 -3 + -5