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Sound Structural Solutions, Inc Title 8'-C (35 2000 50)(S C=8) Page: <br /> www.ssseng•.com Job# Dsgnr: Date: FEB 12,2009 <br /> Description.... <br /> This Wall in File: S:\Templates\Retaining Walls\081028 fwc <br /> Retain Pro 2007,24-Jul-2008,(c)1989-2008 <br /> www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: IBC 2006 <br /> Registration#:RP-1177245 RP2007-N <br /> Footing Design Results <br /> Toe Heel <br /> Factored Pressure = 1,863 0 psf <br /> Mu':Upward = 5,589 0 ft-# <br /> Mu':Downward = 873 691 ft-# <br /> Mu: Design = 4,716 691 ft-# <br /> Actual 1-Way Shear = 25.09 18.79 psi <br /> Allow 1-Way Shear = 75.00 75.00 psi Other Acceptable Sizes&Spacings <br /> Toe Reinforcing = #5 @ 16.00 in Toe: #4@ 11.00 in,#5@ 17.00 in,#6@ 24.00 in,#7@ 32.75 in,#8@ 43.00 in,#9@ 4 <br /> Heel Reinforcing = None Spec'd Heel:Not req'd,Mu<S"Fr <br /> Key Reinforcing = None Spec'd Key: No key defined <br /> Summary of Overturning & Resisting Forces & Moments <br /> .....OVERTURNING..... .....RESISTING..... <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 1,506.0 3.08 4,641.3 Soil Over Heel = 586.4 4.00 2,345.4 <br /> Toe Active Pressure = 0.39 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 33.3 4.00 133.3 <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= 0.00 <br /> Load @ Stem Above Soil= Soil Over Toe = 110.0 1.50 165.0 <br /> Surcharge Over Toe = <br /> Stem Weight(s) = 800.0 3.33 2,666.7 <br /> Earth @ Stem Transitions= <br /> Total = 1,506.0 O.T.M. = 4,641.3 Footing Weighl = 541.6 2.17 1,173.4 <br /> Resisting/Overturning Ratio = 1.75 Key Weight = <br /> Vertical Loads used for Soil Pressure= 2,071.3 lbs Vert.Component = 380.6 4.33 1,649.0 <br /> Total= 2,451.9 lbs R.M.= 8,132.8 <br /> Vertical component of active pressure NOT used for soil pressure <br /> DESIGNER NOTES: <br /> ( Z <br />