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Stru�turel Desipn �soelatea, Ine. <br />2210 H_�It A�� SuiEe NEI�k <br />Everett, WA 98201 <br />�� <br />� <br />TPoe: Job• <br />pda: 10:05A'A, 11 APR 05 <br />bas.^.�fPBon : <br />`ice�: <br />Code Ret ACI 31 &02, 1997 UBC, 200318C, 2(p3 NFPA 5000 <br />Cantitevered Retaining Wall Design <br />Pape_ Y <br />� Summary of Overtuming 8 Resisting Forces & Moments _ � <br />.....OVERTURNING..... .....RESISTING..... <br />Foru Dbtanu MomeM Foru Distand �anNt <br />Item Ibs R R-# Ibs R fl�t <br />H861Ad1�aPwswra = 2,ff7.5 3.67 7,T6C.2 `_%7iO�erFiBst � = t��3.3 3.6T 4.7�.6 <br />Toa AeHve Pressure = <br />Surcherge Qver %e = <br />Rdjecent Fooltrg Load = <br />Addadt�taa6 = <br />Loed � Stem Above Soll = <br />SeismicLoad = <br />Totsi = 2,117.5 O.T.M. = 7.7642 <br />RaslaUnglOvertuming Rntlo = 2.09 <br />Vertical Loads used for Soll Pressuro = 5,989.3 Ibs <br />Vertinl component of atlive pressura used fw sull preseurc <br />SbpedSollOverHael = <br />Swdw.yOUrOrFfeef� • � <br />Adaoant Footfng Load = <br />IW3 Oaad Lwif ort Siwtr= <br />SoNOverToe = <br />SurchargeOverToe = <br />sa� sr�n�si = <br />Earth � Stem Transkiom= <br />Footing WeigAt = <br />�' �� � <br />Vert. Component = <br />Tohl= <br />50Q:fi 2.67 <br />f.268.6 2.6F <br />837.5 2.13 <br />T.333:G <br />5�38:i5 <br />7.354.T <br />1,279.7 4.25 � 5,438.9 <br />4,969:3 Ibs RM.� 18.215.8 <br />