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�Wctural Deeign Assxlatea, lnc. <br />xiC l'18�2 �VB. $ts :'a 3 :: <br />Everott, WA 95201 <br />Gv <br />�.: ,�ee s <br />lMgfr �tla: 9:35AM, itAPR05 <br />Dwail�on : <br />?mfle:. <br />Code Ref: ACI 316-02, 1997 UBC. 2003 �BC, 2003 NFPA 5000 <br />CanUlevered Retaining Wall Design �°' Z,) <br />� Summary of Overtuming 8 Resisting Forces & Moments � <br />F�OVERp��RN�NG...�� ��...RE3IST�ING.�... �k <br />nem rog n rt�r � n n; <br />iieeGAdir6Pre59wC �- Si�T.2 <.23 i,aoi.3 SoiCirerFN6i� = adG6� Z:Sd- Z,ci3:3� <br />7oe AdNe Pressure � Sloped SoN Over Heel = <br />g�.pN� � s S�otlmps 6nertla�a = <br />AdJeceM Footlng Load = <br />AQG�F6a�e���Y�i�{. � <br />Load � 3tem Above Soil s <br />SelsmieLoad = <br />Tela1 = 817.Z � O.T.AA. = 1,667.3 <br />ReslatlnglOvertumin0 �tlo = �.10 <br />Vertiwl Loads used for Soi�?ressure = 3,908.4 IDs <br />VeAical component af nUiva pressura used far cail pressure <br />AdjacerH FooNnp Load = <br />A11fi1 Q6i� if9�iQr WI�$6WIi= <br />SollOvorTae e <br />3u2harpeOverTve = <br />�ayY�gi�ksl - <br />EeAh Q Stem Tramitiom� <br />Footiig Welght = <br />Kq WegM = <br />Vert. Component = <br />Total � <br />56if:& <br />&3.3. <br />406.? <br />f.36 765� <br />f.SB rs3t.4 <br />1.83 BBO.? <br />493.9 3.Y5 1,805.0 <br />P,908.4 Ibs R.M.� 8,3?5.1 <br />