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GD-t}avido Consulting Group <br />9706 4th Ave. NE Suite 300 <br />Seattle, WA 98115 <br />Title Ravenswood Trash Enclosure Page: GD-11 <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-06056266 Cantilevered Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 <br />License To: DAVIDO CONSULTING GROUP <br />Overturning <br />Resisting Moments <br />Resisting Moments <br />Force <br />Distance <br />Moment <br />Soil Over Heel <br />0.0 <br />Ibs 1.67ft <br />O.Oft-# <br />Sloped Soil Over Heel <br />0.0 <br />Surcharge Over Heel <br />0.0 <br />Adjacent Footing Load <br />0.0 <br />Axial Dead Load on Stem <br />0.0 <br />Axial Live Load on Stem <br />0.0 <br />Soil Over Toe <br />0.0 <br />0.33 <br />Surcharge Over Toe <br />0.0 <br />Stem Weight(s) <br />624.0 <br />1.00 <br />624.0 <br />Earth @ Stem Transitions <br />0.0 <br />Footing Weight <br />300.0 <br />1.00 <br />300.0 <br />Key Weight <br />0.0 <br />Vert. Component <br />0.0 <br />Total Vertical Loads <br />924.0 <br />Ibs <br />Resisting Moment <br />_ <br />924.0 ft-# <br />01 in <br />Eccentricity <br />* Axial live load NOT included in total displayed, or used for overturning or sliding resistance, but is included for soil pressure calculations. <br />Overturning <br />Overturning Moments <br />Overturning Moments <br />Force Distance <br />Moment <br />Heel Active Pressure <br />17.5 Ibs 0.33 ft <br />5.8 ft-# <br />Surcharge over Heel <br />0.0 <br />Adjacent Footing <br />0.0 <br />Surcharge Over Toe <br />0.0 <br />Load @ Stem Above Soil <br />0.0 <br />Added Lateral Load <br />0.0 <br />Seismic Load <br />4.2 0.50 <br />2.1 <br />Seismic -Self -weight <br />0.0 <br />Totals = <br />21.7 Ibs <br />Overturning Moment <br />7.9 ft-# <br />DCG <br />