A beam (ABC) has a pin support at the left-hand edge (point A) and is supported by a thinner beam (CD). Beam ABC is loaded with a linearly increasing distributed load between point A and point B. The intensity of the distributed load is zero at point A and equal to at point B. A concentrated moment, Mc, is applied to beam ABC at point C. As the connection at point C is considered pinned, there is no transfer of bending moments between beam ABC and beam CD. Beam CD is pinned at one end (Point D) and connected to beam ABC via a pin (point C). There is a concentrated load, P, applied to beam CD a shown below. Wo B TD = wol Mc = wol² -L/2 Figure 1: Two beam arrangement for question 1. In order to analyse this structure, you will: a) Construct the free body diagrams for the structure shown above. When constructing your FBD's you must make section cuts at point B and point C. You can represent the structure as three separate beams. Following this, construct the axial force, bending moment and shear force diagrams for each beam. Do not substitute in values for wo, Letc. Clearly label all of the key features of the shear force and bending moment diagrams (include features such as maximum values of axial force, shear force and bending moment and the locations where the values change from positive to negative).