Problem 3: An isolated rectangular footing is subjected to a vertical load of P and a horizontal force of H as shown in the Figure. For this problem, P = 2,100kN and H = 120kN. (a) What is the maximum soil pressure at the base of the footing? (b) What is the minimum soil pressure at the base of the footing? (c) What is the minimum permissible foundation pressure? H 0.50 m Y.. = 17 kN/m3 2.50 m 1.50 m Y = 24 kN/m3 0.70 m T 3.00 m

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