Plot axial force (AFD), shear force (SFD), and bending moment (BMD) diagrams for the structure shown in the following figure. Assume member self-weight is negligible. On your diagrams indicate the magnitudes of axial force, shear force, and moment at each lettered location (A, B, C, D, E, F, G). Sign convention for Q3.2: Axial force: Tension +; compression - Shear force: + for beams; for columns 7 Bending moments: only magnitude needed on BMD but clearly indicate which side of the member is in tension due to moment. 4 m B 80 KN 2.5 m. A C 2.5 m. 5m 3 m LL 3 m E G 10 kN/m