Design of RCC Structure
CE 702
Question
2074 ChaitraChapter 11: Design of Footings11.2 Design of isolated footings
Design an isolated footing to support a square column of 400×400 mm. The column (400×400mm) carries a service load of 1200 kN. The allowable soil pressure is 150 kN/m². Use M20 concrete and Fe415 grade steel. Unit weight of soil above footing base = 18 kN/m³. Necessary missing data assume suitably.
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