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HomeMy WebLinkAboutSW6220201_Design Calculations (Antifloatation)_20220510Woodshire Subdivision Phase 8 Wet Pond Antiflotation Calculation Input Data Safety Factor: 1.25 Top Width of Riser (ft) 4.00 Top Length of Riser (ft) 3.00 Thickness of Riser (ft) 0.50 Thickness of Bottom of Riser (ft) 0.50 Top of Riser (ft) 269.00 Invert of Riser (ft) 261.00 Volume of Riser (cf) 54.00 Unit Weight Of Concrete (lb/cf) 150.00 Unit Weight of Water (lb/cf) 62.40 Block Height (ft) 0.00 Block Width (ft) 4.00 Block Length (ft) 3.00 Output Fw (Uplift Force, lb) 5990.40 Fc (Weight of Concrete,lb) 8100.00 Design Volume (cf) 54.00 Design Safety Factor 1.35 Volume OK 1775-Antiflotation.xls 5/10/2022