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Code Ret:ACI 378-02, 1997 UBQ 2003 IBC,2003 NFPA 5000 <br /> R�" `��'' Cantilevered Retainin Wa11 Desi n <br /> User KVJ-0.0]t65 Ver5fi0,1-No�r200G g 9 re:ainingwallewGald:lauons , <br /> 15 310J6 ENERGALG E p p 5 fl ' <br /> Description Typ 6'wall <br /> ---- ---- <br /> ----- --- --- <br /> Summary of Overturninq & Resisting Forces & Moments <br /> .....OVERTURNING..... .....RESISTING..... <br /> Force DlsWnco Moment Force Distance Moment <br /> Item Ibs n _. R'�__ ---_Ibs - — ft-- h-# .-- <br /> Heel Active Pressure = 777.8 2.22 1,728.4 Soil Over Heei = Z.6� <br /> Toe Active Pressure = Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> P.dded Laleral Load = Axial Dead Load on Stem= 0.00 <br /> Load @ Stem Above Soil= Soil Over Toe _ <br /> SeismicLoad = SurchargeOverToe _ <br /> . Stem Weight(s) - 580A 2.33 7.3533 <br /> Total = � 777.8 O.T.M. _ �1,728.4 Earth @ Slem Transitions= <br /> ResislinglOverturning Ralio = 1.71 Fouting Waight = 266.7 1.33 355.6 <br /> Key Weight = <br /> Venicaf Loads csed for Soil Pressure= 1,316.7 Ibs VeA Compone.nt = 470.1 2.67 1,253.5 <br /> Vertical component of active pressure used for soil pressure Total=� 1.316.7 Ibs R.M= 2,962.4 <br /> i► �J <br />