1)+Determine the shear force V-and-bending moment-Mat the midpoint Cof the simple beam AB- shown in the figure. (4 Points) 16.0 KN 2.0 KN/m -10 m-10 m 05 m -20m 4.0 m 2)-A simple beam AB is loaded by two segments of uniform load and couple moment in the middle (see figure). Draw the shear-force and bending-moment diagrams for this beam. (6 Points) 4 kN/m 4 kN/m 16 kN m 2m -2 m 2 m -2 m- RA = 6 kN Rg= 10 kN