10.20 The plan and cross section of a rectangular building and a circular tank are shown in the figure below. The buildi
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10.20 The plan and cross section of a rectangular building and a circular tank are shown in the figure below. The buildi
10.20 The plan and cross section of a rectangular building and a circular tank are shown in the figure below. The building applying vertical stress ql = 180 kN/m2 and the tank is applying vertical stress q2 = 120 kN/m2 at the foundation level. Calculate the vertical stresses under points A and C at depth of II m from the foundation levels, due to both tank and building. 10.0 tu Plan view 7.5 16 91 = 180 kN/m2 42 - 120 kN/m2 Side View Clay
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