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SWctural Design Assoaates, lnc. <br />22'!@ Hewitt Ave, Suite �001 <br />Everett, WA 96207 <br />�a, <br />Description <br />� <br />Title : �� � <br />psqnr: Dafe: 10:15AM, 11 APR OS <br />DeuripNon : <br />Scops: <br />Code ReE ACI 318-02, 7997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Cantilevered Retaining Wall Design <br />PaQe <br />� Summary of Overtuming & Resisting Forces 8 Moments � <br />.....OVERTURNING..... .....RESISTING..... <br />Forca Dl�inip Momarrt . Forea Dlahrtc� Mome� <br />Item Iba ft ft� _ Ibs E Ri <br />Heel Active Pressure = 4.069.8 5.Q8 2f1,868.4 Sod O�er Heal = 3,485.0 5.63 19.t90.6� <br />Toe Adive Pressure = <br />Surcharge OverToe� _ <br />Adjacenl Footing Load = <br />Ar)ded Lateral Laad = <br />Load � Stem Abova Soll = <br />Seismicload = <br />Tolel � 4,069.8 O.T.M. = 20,680.4 <br />ResletlnglOvertuming RaUo = 2.45 <br />Vertical LoaAs used for Soil Pressure = 10,792.8 @s <br />Vertical component ot aetive pressure used for soil pressure <br />Sloped Soii Over Heel = <br />Sutcharg50verHeM = <br />Adjetant Footing Loed = <br />/4ua1 Deaf LoaC ort 3�rrt= <br />SoflOverToe = <br />Surcha�geOverToe = <br />S�m we19M($J = <br />Earth � Stem Transkfons= <br />Footing Welght = <br />Key WeigM � _ <br />VeA. Comparn:nt = <br />Tohl= <br />500.Q 4.OU <br />2,t02.5 - 4.00 <br />1,265.8 3.38 <br />2�OOQ.Q <br />B,�10A <br />4,279.5 <br />2,459.7 6.75 76,602.8 <br />9,792.8 Ibs R.M.� 50,774.9 <br />