QUESTION 2 A column with dimensions 305 x 165 x 41 kg/m I-section shown in Figure 2 below rest on the base plate subjected to a compressive load of 600 KN and a horizontal uniform distributed load of 4kN/m perpendicular to the column flanges. Assume all steel sections are of Grade S355JR, and the concrete Grade of 20 MPa. 2.1. Design a suitable base plate for the column, assuming that there is compressive pressure only underneath the entire base plate. 4 kN/m 600 KN 5m Figure 2: Gusset Plate Connection [23 Marks]