A beam carrying two point loads; each point load comprises a beam-end reaction from two of the beams in part (a). The beam span is 9 meters and the point loads are applied at the third points; i.e. 4m from each end with a 4m gap between them. No allowance has been made for self-weight. this has to be in accordance with EC2, for moment capacity, shear capacity and deflection, carrying out the appropriate...