SITUATION: A rectangular footing, a = 3.5m, b = 2.5m, has a thickness of 700 mm. The column load is 1500 kN. The bottom of the footing is located 2.2 m below the ground. Given that unit weight of concrete = 24 kN/m^3 and unit weight of soil = 18 kN/m^3. Neglecting the weight of the footing, solve the following: %3! 600mm b = 2.5m %3D a = 3.5m 1m 450mm

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