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<br />Title: <br />Dsgnr: <br />Description: <br /> <br />Scope: <br />Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 <br /> <br />Cantilevered Retaining Wall Design 20070167.~:~81~' <br /> <br />Rev' 580021 <br />User: KW.olO6987, Ver 5.8.0, 1-0ec-2003 <br />(c)1983-2003 ENERCALC Engineering Software <br /> <br />Job # <br />Date: 10:21AM, 2 MAY 07 <br /> <br />Description <br /> <br />Silverado Signnage <br /> <br /> <br />Item <br /> <br />Heel Active Pressure <br />Toe Active Pressure = <br />Surcharge Over Toe = <br />Adjacent Footing Load = <br />Added Lateral Load = <br />Load @ Stem Above Soil = <br />SeismicLoad = <br /> <br />380.5 <br /> <br />Soil Over Heel = <br />Sloped Soil Over Heel = <br />Surcharge Over Heel <br />Adjacent Footing Load = <br />Axial Dead Load on Stem = <br />Soil Over Toe <br />Surcharge Over Toe = <br />Stem Weight(s) = <br />Earth @ Stem Transitions = <br />Footing Weight <br />Key Weight = <br />Vert. Component = <br /> <br />Total = <br /> <br />134.2 <br /> <br />2.84 <br /> <br />Total <br />ResIsting/Overturning Ratio <br />Vertical Loads used for Soil Pressure = <br /> <br />183.0 <br /> <br />O.T.M. = <br /> <br />407.6 <br /> <br />1.53 <br />592.5 Ibs <br /> <br />Vertical component of active pressure used for soil pressure <br /> <br />.....RESISTING..... <br />Force DIstance <br />Ibs ft <br />49.1 1.67 <br /> <br />Moment <br />ft-# <br />81.9 <br /> <br /> 0.00 <br />48.9 0.33 16.3 <br />165.0 1.00 165.0 <br />300.0 1.00 300.0 <br />29.5 2.00 59.0 <br />592.5 Ibs R.M.= 622.2 <br />