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design a reinforced concrete combined rectangular footing for two columns a and b located 3.60m apart. the sizes of columns are 400mm × 400mm and 600mm × 600mm and the loads of them are 1000kn and 1500kn respectively. the projection of the footing parallel to the length of the footing beyond the axis of the column a is limited to 590mm. the safe bearing capacity of the soil is 280 kn/m^2. use m20 concrete and fe415 steel
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