A 1.90 m by 2.75 m rectangular footing has its bottom located 1.5 m from the ground surface and the water table is half a meter below the base. Find the allowable load that the footing could carry if it is subjected to a 750 kN load and Mx = 315 kN-m, My = 285 kN-m. (Balong y-axis) ym 18.74 kN/m3 ysat 21.65 kN/m3 FS = 3. 22.7 (Nc 17.69, Nq-8.4.Ny-4.58) (Note: If the graph is used, please include it in your solutions.) I