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BWcWra1 L4afgn Associatee, Inc. <br />�43 HerrrEttYAve. Sulhe IGt <br />Everott, WA 9Q20t <br />'G P <br />TIW : Jeb i <br />Dapnr: DW- 9:38AM, 17 APR OS <br />�� <br />9cope:. <br />Code Ret ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Cantilevered Retaining Wall Design P'o° 2� <br />� Summary of Overturning 8 Resistlng Forces 8 Moments � <br />.....OVERTURNING..... .....RESISTiNG..... <br />Fo�q DIsM�d MdMM Fac� IX� �anarR� <br />ttem ibs R !t- � Ibs 1l R4 <br />Heel Apive Proswra = i40.5 Q.9i 132.T SoD Ovx Hoel = 12t�.3 7.4fi 1872- <br />Toe Active Prassuro = Slopud Soll Ovar Heel = . <br />surarorge owr rce = sw�nhm orer HOeI � _ <br />Adjacent Footlng Losd = AdJeeent Fooling Load � <br />Aaaaa ��d = aaai n�a i.oad a: sc«�= eoo.o o.a� a�e.7 <br />Load � Stem Abova Soli � <br />SeismicLoad = <br />ToW = 1405 � O.T.M. = 132J <br />RealaflnpfOveRum�ng RaHo = !.6! <br />Ve�idl Coeds uSed for Sotl PreSsuro � 2,1T3.7 Ib3 <br />Vertic�t companent M aQiva pressure usaA (or sall pressure <br />son o�r ros - <br />5un;harge Over Toe � <br />SYm WuiDht(51 = <br />Earth � Stem Trensttbns= <br />Footing Waighf = <br />�YWe9� � <br />Vert. Component � <br />Tofal � <br />Z47.7 <br />216.7 <br />tl.B3 Z(17.4- <br />0.86 � 197.i <br />84.9 1.73 14';.8 <br />?,173.7 Ibs R.M.� 1.7�5.2 <br />