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�� 1 Ct � t_'/�J � � <br />TIOe : Job M <br />Dagnr: Date: 1�D7 PM. 6 AUG 08 <br />Description : <br />Stope: <br />Cotle Rel: ACI 31B-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />na: seoaoa � - — -� - . _ - _ Page 2' <br />���e� �,��; �o�SBo., o�=_z�3 Restrained Retaining Wall Design <br />�cp9B]�4W J ENERCALC Erquicermq Sottwam <br />Description <br />Summary of Forces on Footing : Slab RESISTS sliding, stem is FIXED at footing � <br />Forces acting on fooling tor soil pressure »> Sllding Forces are restrained by the adJacent slab <br />Load 8 Moment Summary For Footing : For Soil Pressure Calcs <br />Moment @ Top o( Footing Applied Irom Stem = �b8.3 N-# <br />Surcharge Over Heel = Ibs fl kal <br />Axial Dead Load on Slem = 3�O.OIbs 0.46 N 165.0 fl-# <br />Soil Over Toe = 27.5 Ibs 0.38 k 10.3 N-7t <br />Surcharge Over Toe = Ibs fl ft-# <br />Stem Weight = 1,413.81bs 1.00 ft 1,473.8 ftat <br />SoilOverHeel = 123.BIbs 1.63ft 201.1ft-tl <br />Footing Weight = 241.71bs 1.00 fl 241.7 fl-it <br />Total Vertical Force = 2,i6671hs Base Momen� = 1,963.5 Rat <br />Sofl Pressure Resulting Momenl = 203.It-# <br />\ <br />�� <br />