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, , . <br />� <br />I.. Per. 580071- -' <br />U�er NW-0603189. <br />I_�����- <br />Descrtption <br />TINa : Job M <br />Dsgnr: Date: 2:26PM, 27 APR 07 <br />, Deacrlplion : � <br />Scope: <br />Code Ref: ACI 31&02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />_ . _. _.. --------- . ___ . <br />�' Cantilevered Retaining Wall Design Pape z' <br />p Salwm <br />0 <br />- -- ----- - - _. _. <br />� Summary of Overturning � Resisting Forces 8 Moments <br />.....OVERTURNING..... .....RESISTING..... <br />Force DlsGnce Moment �� Fores Distancs Moment <br />Item • Ibs R � fiat Ibs ft' ft-k <br />HeelA Press�re = 739.4 2.77 1,602.0 . SoilOverHeel =� 1,1092 2.58 2,865.3 <br />- � - <br />ToeAdive rasnure = <br />Sumharge Ovar Toe = - <br />Adjacxnt Fooling Load = <br />Added Lataral Load = � <br />Load � Stem Abova Soil = � <br />SeismlcLoad = � <br />Total = 739.4 O.T.M. = 1,602.G <br />ResisUnglOvaRuming Ratio = 3.82 , <br />Vertical Loeds used for Soii Pressure = 2,667.0 Ibs <br />VeAical component ot actice pressure used for soil pressure <br />Sloped Soil Ovar Heel s <br />Surcharge Over Heel = � <br />Adjacant Footiny Load = <br />. Axial Dead Load on Stem= 0.00 <br />Soil Over Toe = � <br />SurchargeOverToe = <br />Stem Weight(sj = 580.0 1.33 <br />Earth Q Slem Transitions= <br />'Fooling Weight = 525.0 1.75 <br />Key Weighl = <br />Vert. Component = 446.9 3.50 <br />ToWI = 2,661.0 Ibs R.M.� <br />773.3 <br />978.7 <br />1,564.0 <br />. .. - � 6.121 A . <br />/ L/ <br />