A simply supported timber beam 3.6 m in span in a storage facility in Melbourne carries two concentrated point loads (P) at one third and two third span points of the beam and a uniformly distributed load of (permanent) g=1.2 kN/m and imposed floor load (5 months duration) of q= 2.4 kN/m. Each point load (P) consists of 8 KN permanent load and 4 kN imposed (floor live load) of 5 months duration. The beam is made up by nailing 2/240x45 F17 seasoned hardwood sections nailed side by side, thus making a beam of 240X90 mm in cross section. It is laterally restrained along its top edge at each end and at the location of the point loads (ie at one third and two third span points). Calculate the bending moment capacity and the shear force capacity of the beam to resist the combination of permanent and imposed loads and assess whether the beam is adequate in resisting the applied bending moment and shear force. Assume that there are no other beams running parallel to this beam and that the beam is a primary element. Ignore the self-weight of the beam.