Design a wall footing to support a 300 mm reinforced concrete wall with dead load of 292KN/m and live load of 200 KN/m. The bottom of the footing is 1.20 m below the final grade, the soil weighs 15,700 N/m3. The allowable soil pressure is 190 Kpa. fy = 276.5 Mpa, fc’ = 27.6 Mpa.
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