5 kN 5 kN 8 kN/m 5 kN-m 5 kN-m - 2 m 2 m - 2 m - 2 m A) Construct the shear and bending moment diagrams. The reactions: on the left is 29 kN up and on the right is 13 kN up.

2. The figure shows a cantilevered beam, subjected to a uniformly distributed (rectangular) 40 N/m force along the section DE, a 50 N point force at point C, and a 200 N·m couple moment. a. Write the shear-force and bending-moment equations as a function of distance, x, measured from the leftmost point, A, for the entire beam. b. Using your shear-force and bending-moment equations, calculate the shear force and bending moment at x = 2 m and x = = 5 m. 200 N·m 50 N 40 N/m 1.m C D 2.5 m 1m 2.5 m E B 2 m

Draw the Shear force and Bending moment diagrams

1) determine the normal force at point D (ND) 2) determine the shear force at point D( Vd) 3) determine the moment at point D( Md)