Q2-For the soil profile is given below, determine the allowable bearing capacity of the isolated rectangular footing (2m x 2.3m) that subjected to a vertical load (425 kN) and moment (85 kN.m), FS-3. 1.5 m 425 kN 2.3m =0 85 kN.m $ = 20 C = 35 kN/m Ya = 16 kN/m C = 50 kN/m Y = 19kN/m GWT