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AXIAL ENGINEERING GROUP, INC. <br />7147 WOODLEY AVENUE <br />VAN NUYS, CA 91406 <br />Title :Catalina Page: <br />Job# : 212-013 Dsgnr: LQ Date: 11 JAN-2613 <br />Description.... <br />6' High Trash Enclosure Wall.(wind) <br />This Wall in File: \\AEGSERVER\Structural Project Files\2012-F <br />RetainF;3'E (c) 1987-2011, Build 10.12.5.14 <br />LIcense : KW-06053109 <br />License To : AMY QUACH <br />Cantilevered Retaining Wall Design :ode: CBC 2010,ACI 318-08,ACI 530-08 <br />[Footing-Dimen-sions & Strengths Footing Design Results <br />Toe Width = 0.92 ft <br />Heel Width = 1.58 <br />Total Footing Width =2.50 <br />Footing Thickness =12.00 in <br />Key Width = 0.00 in <br />Key Depth =0.00 in <br />Key Distance from Toe =0.00 ft <br />fc =2,500 psi Fy =60,000 psi <br />Footing Concrete Density =150.00 pcf <br />Toe Heel <br />Factored Pressure = 0 1 ,110 psf <br />Mu' : Upward = 0 0 ft-# <br />Mu' : Downward = 3 3 ft-# <br />Mu: Design = -3 3 ft-# <br />Actual 1-Way Shear =0.61 1.98 psi <br />Allow 1-Way Shear =75.00 75.00 psi <br />Toe Reinforcing =None Speed <br />Heel Reinforcing =None Spedd <br />Key Reinforcing =None Spec'd <br />Min. As % <br />Cover @ Top 2.00 <br />= 0.0018 <br />@ Btm.= 3.00 in Other Acceptable Sizes & Spacings <br />Toe: Not reg'd, Mu <S*Fr <br />Heel: Not reg'd, Mu <S*Fr <br />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 = <br />Surcharge over Heel = <br />Surcharge Over Toe = <br />Adjacent Footing Load = <br />Added Lateral Load = <br />Load @ Stem Above Soil = <br />= <br />Total <br />= <br />Resisting/Overturning Ratio <br />33.8 0.50 16.9 <br />-120.0 4.50 -540.0 <br />-86.3 O.T.M.-523.1 <br />= <br />= 2.67 <br />Soil Over Heel = 50.4 0.46 23.1 <br />Sloped Soil Over Heel = <br />Surcharge Over Heel = <br />Adjacent Footing Load = <br />Axial Dead Load on Stem = <br />* Axial Live Load on Stem = <br />Soil Over Toe = 50.4 2.04 <br />Surcharge Over Toe = <br />Stem Weight(s) =726.2 1.25 907.6 <br />Earth @ Stem Transitions = <br />Footing Weighl =375.0 1.25 468.6 <br />Key Weight = <br />Vert. component of active S.P. used for Overturning Resistance. = <br />Total =1,151.5 lbs R.M.=1.,399.3 <br />* Axial live load. NOT included-in total displayed or used for overturningresistance, but is included for soil pressure caiculation. <br />DESIGNER NOTES: <br />A