1) Draw the complete shear force and bending moment diagrams for the following beams. Show all steps, and clearly label the significant points on each diagram so that the diagram can stand alone 24 kN 24 kN 24 kN 24 kN C D E -4@0.75 m 3 m (a) 2 m 19 KN R 000 B 5 kN/m 1m2m 0.75 m 3 kN/m 2 m 2 m (c) 10 kN/m 33 kN D 10 kN/m D E B 0.9 m 09 m 0.9 m 0.9 m (A) (b) Note: Assume that the reaction of the ground is uniformly distributed.