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SWcturol Design Aasocfatea, !ne. <br />f�.'�w ..� .�.:i-R �wi`.�c :.."'. <br />Everotf, WA 95201 <br />�� <br />,ab : .,eb. <br />Oamv: Oat�. 9:32AM, 11 APR OS <br />a�alptlon : <br />a.�.,... • <br />..�r" <br />Code Ret Aq 318-02, 1997 UBC, 2003 IBC�, 2f109 NPPA 5000 <br />CanGlevered Retaining Wall Design �' 2� <br />Summary of Overturning 8 Resistin�Forces & Moments � <br />F�OVER�TURN�ING....� F�..RESISTI�. �_ <br />nam ie� rt n� _ rog rt rt-� <br />[�!lY�fYCI'IE3.SW6 � ��Gii�.� .?.W 4�f74? �OKVV6f�1�, 1 - +.uO :nW 6�i.i <br />Toe Active Pressure = Stopad Solt Over Heel � <br />Sm��gS�Greriae- _- au�v�a�yev'°r�i'"°b =- <br />AdJax'k RoC.irn� Load = AdJaceM FooHrg Load = <br />eYi(i�.'U��'aii.02U = <br />Load � Slem Abwe Soll � <br />SeismicLoad = <br />TeW � 1.477.5 QT.M. a 4.254.5 <br />ReslslingfOvertumingRaUo � 2.1Q <br />VarGai Loads uead for Soil Pressure =- 4,438.7 ibs� <br />Ve�tir�l component of ac6ve preawre used (or soil presswn <br />�+.�ti u6•rci �oa+i�QO �it1= <br />3oilOverToe a <br />SurchargeOvarToe = <br />�w�ic) _ <br />Earth � 3Mm Trdnsilions= <br />Foon�g welgM = <br />�ey'vde49nt =- <br />Vert. Component = <br />Tofa1= <br />�W:V [:J� <br />oIS.T F.3a <br />829.0 1.T7 <br />S,S6e.7 <br />5,'vi i:i <br />97D.T <br />�56.7 3.90 2,99E.4 <br />9,49E.T IDs R.M.= 9.282.Y� <br />