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3tivetural Design Aseocfatea, Inc. <br />�ititlte�tAVe. $u!lr�Qt. <br />Everott, WA 9R201 <br />"L� <br />,�.: .,�,. <br />u.ww. _� �..,,.vr. � .,�,. ,_ <br />�� <br />9eope: <br />Code ReL ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Cantilevered Retaining Wall Design <br />-- - - ---- _ -- --- _ -- ------ <br />� Summary of Overturninq & Resisting Forces & Moments 1 <br />FoiqOVERT�URN�ING...�arMra' FWG....._ .IXshnei- Itemr� <br />irom i�s n n�e ros n rts <br />;;�,rr,a�aresswe = a�a.a i.st 55a.z swo«�w.�+ ; �so.� ..« .:,_. <br />Toe ActNe Pmssura = Stoped Soit Over Heel = <br />Surcharge OrerToe = <br />Adjacant Fooling Load = <br />�WB(IIGWf?�LOGd = <br />Load � Stem ADove Soil a <br />SeismicLoad = <br />Tofal = 409.8 <br />ReaistlnglOvertuminp RaUo <br />Vertical Loaas used for Sal Prossure <br />O.T.II{. = 658.7 <br />= J.98 <br />2.720.0 Ibs <br />VeRic�l wmponant bt aCive pressure usetl toi soil piescure <br />Sutlurpa Ovet F10l1 � <br />�acent FooNng Load = <br />Fu�al Diatl WacJ on 5wrn= <br />SoB Over Toa = <br />Sureherge Orer Toe = <br />�+n+wwoMlH = <br />Earth � Stem TransMions= <br />Fa,dng Welpht = <br />KrY;ry�pM � <br />Vert. Component = <br />SW.0 �.,s.. <br />43S.V �.w <br />ZB1.2 1.13 <br />247.1 2.25 <br />7ohf � 7,720.0 IDa R.M.� <br />i <br />318.� <br />555.9 <br />2,821.8 <br />