Question: An 6 0 0 4 0 0 mm column ( C 1 ) with Factored load 5 0 0 0 k N , an column

An 600400 mm column(C1) with Factored load 5000kN,an column(C2)600600mm column with factored load 1000kN, and column
(C3)500500mm with factored load 400KN are to be supported on a combined rectangular footing, and the allowable bearing pressure of the soil is 300kNm2. Design the footing for fc'=25MPa and fy=420MPa. Soil unit weight is 24
kNm
An 6 0 0 4 0 0 mm column ( C 1 ) with Factored

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