A column 0.25 m x 0.45 m carries 260 kN (D. L) & 300 kN (L.L) rest on a rectangular footing, laying at a depth of 1.80 m belowground surface. The allowable bearing capacity of the supportingstratum is 200 kN/m2. Both footing & column are proposed tohave the same sides ratio. Design the footing & draw in fulldetails. Given: f’c = 21 N/mm2 fy =N/mm2 qa = 200 kN/m2 ɣavg. = 20kN/m3 Df= 1.8 m