A 5 ft square, 2 ft deep footing spread footing is subjected to a concentric load of 60 kip and an overturning moment of 30 ft-k (=30000 ft-lb). The overturning moment acts parallel to one of the sides of the footing, the top of the footing is flush with the ground surface and the ground water table is at a depth of 20 ft below the ground surface. Determine whether the resultant force acts within the middle third of the footing, compute the minimum and maximum bearing pressures and show the distribution of bearing pressure in a sketch.
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