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GD-Q@vido Consulting Group <br />9706 4th Ave. NE Suite 300 <br />Seattle, WA 98115 <br />Title Ravenswood Trash Enclosure Page: CAD-10 <br />Job # : Dsgnr: JR Date: 23 SEP 2019 <br />Description.... <br />8' CMU WALL <br />This Wall in File: p:\clients-structural\heartland construction (devco)\ravenswood apts\trash enclos <br />RetainPro (c) 1987-2018, Build 11.18.06.30 <br />License: KW-06066266 Cantilevered Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 <br />License To: DAVIDO CONSULTING GROUP <br />Wall Design Summary <br />Stability Ratios <br />Overturning <br />= 116.47 OK <br />Sliding <br />= 27.11 OK <br />Soil Bearing <br />Total Bearing Load <br />= 924 Ibs <br />...resultant ecc. <br />= 0.10 in <br />Soil Pressure @ Toe = 474 psf OK <br />Soil Pressure @ Heel = 450 psf OK <br />Allowable = 3,000 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe = 663 psf <br />ACI Factored @ Heel = 630 psf <br />Footing Shear @ Toe = 2.2 psi OK <br />Footing Shear @ Heel = 1.0 psi OK <br />Allowable = 75.0 psi <br />Sliding <br />Resisting Forces Sliding Forces <br />Vertical Forces <br />Force <br />Lateral Forces <br />Force <br />Soil Over Heel <br />0.0 Ibs <br />Heel Active Pressure <br />17.5 Ibs <br />Sloped Soil Over Heel <br />0.0 <br />Surcharge over Heel <br />0.0 <br />Surcharge Over Heel <br />0.0 <br />Adjacent Footing <br />0.0 <br />Adjacent Footing Load <br />0.0 <br />Surcharge Over Toe <br />0.0 <br />Axial Dead Load on Stem <br />0.0 <br />Load @ Stem Above Soil <br />0.0 <br />Axial Live Load on Stem * <br />Omit <br />Added Lateral Load <br />0.0 <br />Soil Over Toe <br />0.0 <br />Seismic Load <br />4.2 <br />Surcharge Over Toe <br />0.0 <br />Seismic -Self -weight <br />0.0 <br />Stem Weight(s) <br />624.0 <br />Lateral on Key <br />0.0 <br />Earth @ Stem Transitions <br />0.0 <br />Totals = <br />21.7 Ibs <br />Footing Weight <br />300.0 <br />Key Weight <br />0.0 <br />*Includes water table effect <br />Vert. Component ** <br />0.0 <br />Total Vertical Loads <br />924.0 lbs <br />* Axial live load NOT included in total displayed , or used for overturning <br />or sliding resistance, but is included for soil pressure <br />calculations. <br />Sliding Calcs <br />Lateral Sliding Force <br />= <br />21.7 Ibs <br />less 100% Passive Force <br />= - <br />218.8 Ibs <br />less 100% Friction Force <br />= - <br />369.6 Ibs <br />Added Force Req'd <br />= <br />0.0 Ibs Ok <br />....for 1.5 Stability <br />= <br />0.0 Ibs Ok <br />Vertical component of active lateral soil pressure IS NOT considered in <br />the calculation of soil bearing pressures. <br />DCG <br />