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Soil mechanics please solve part A and part B al column loads shown in the figure below the net stress increase yt the center of the footing at a depth of I. A combined footing 10 h below the b) D...
soil mechanics please solve part A and part B
al column loads shown in the figure below the net stress increase yt the center of the footing at a depth of I. A combined footing 10 h below the b) Determine the net stress increase at the edge of the footing at point A. at a depth of 10 t below the base of the footing. as shown in the figure Use Boussinesq's equation. Ignore the weight of the concrete below the ground. 10+10) 50 ft 20 ft 10 ft 1000 kips 1000 kips 1000 kips 4 ft Section A-A 10 ft
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Totalload achig on oundatim 1000kips loookips + loookipp unda hon lo 2oft- loft 4) At cente of fooing, loft belao undation x 3000 kips 2. b) At polnt A 32.015 Av2 3x3000 kipA 10 A02 33 743 xo3 kp/t
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