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�� � �� � �' 'f�-�% � � <br />Tille : Job N <br />Dsgnr. Data: 1:O1Ph7, 6 AUG OB <br />DescdpHon: <br />Scope: <br />Cotle Ref: ACI 318-02. 7997 UBC, 2003 18C. 2�03 NF?A 5000 <br />Rev� 5e000C _ __ — __ __ ._ _ — __ __ - . . . . . .. <br />u.r� icwox�sorr ve,seo �-oe�.:a�� Restrained Rctaining Wall Design Pa9e 2' <br />iqt593 ]0p] [NLRCALC EnpmeennB Sol;wa•o <br />Description <br />_ _ - - _ <br />' Summary of Forces on Footing : Siab RESISTS sliding, stem is FIXED at footing � <br />Forces actmg on footing for soil pressuro »> Sllding Forces are restrolned by the adjacent slab <br />Load 8 Moment Summary For Footing : For Soil Pressure Calcs <br />Momenl @ Top o( footing Applied from Stem <br />Surc�arge Over Heel - Ibs <br />Azial Dead Loatl on Stem = 360.0 Ibs <br />SoilOverToe = 27.SIbs <br />Surcharge Over Toe - Ibs <br />Stem Weight = 1,413.81bs <br />Soil Over lieel = 123.8 Ibs <br />Fooling Weigh� = 247.71bs <br />Total Vertical Force =-� 2, i6671bs <br />Soil Pressure ResulHng Mament = <br />ft <br />0.46 fl <br />0.38 ft <br />N <br />�.00 n <br />1.63 N <br />7.00 k <br />-68.31t-!I <br />n-� <br />165.0 ft-# <br />10.3 N-# <br />ft4t <br />1,413.8 tl-A' <br />zoi.i nx <br />241.7 kat <br />Base Moment = 1,963.5 R-!t <br />203.Tt-N <br />