The 460mm thick footing supports a 300mm concrete wall as shown in FIGURE-2. The unit weight of the concrete is 24k(N)/() cu.m and the unit weight of the soil is 16k(N)/() cu.m. Use f_(c)^(')=24MPa and f_(y)=240MPa. FIGURE-2 Find the minimum width (m) of the footing to prevent uplift. Determine the minimum width of the footing if the allowable soil solutionspile.com

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The 460mm thick footing supports a 300mm concrete wall as shown in FIGURE-2. The unit weight of the concrete is 24k(N)/() cu.m and the unit weight of the soil is 16k(N)/() cu.m. Use f_(c)^(')=24MPa and f_(y)=240MPa. FIGURE-2 Find the minimum width (m) of the footing to prevent uplift. Determine the minimum width of the footing if the allowable soil pressure is 200kPa.  solutionspile.com

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