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Title :Catalina Page: <br />AXIAL ENGINEERING GROUP, INC.Job # : 212-013 Dsgnr: LQ Date: 11 JAN-2615 <br />7147 WOODLEY AVENUE Description.... <br />VAN NUYS, CA 91406 6' High Trash Enclosure Wall. (seismic) <br />This Wall in File: \\AEGSERVER\Structural Project Files\20124 <br />ainpro 10 (c) 1987-2011, Build 10.12.5.14 <br />License : KW-0605310g Cantilevered Retaining Wall Design Jode: CBC 2010,ACI 318-08,ACI 530-08 <br />License To : AMY QUACH <br />- <br />[*GGiing Dimensions & 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 1,380 psf <br />Mu' : Upward = 0 0 ft-# <br />Mu' : Downward = 3 3 ft-# <br />Mu: Design = -3 3 ft-#· <br />Actual 1 -Way Shear =1.81 1.98 psi <br />Allow 1-Way Shear =75.00 75.00 psi <br />Toe Reinforcing =None Spec'd <br />Heel Reinforcing =None Spec'd <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 Overturnin-g-& 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 />Seismic Stem Self Wt <br />Total <br />= <br />Resisting/Overturning Ratio <br />33.8 0.50 16.9 <br />-171.2 4.25 -727.5 <br />-137.4 O.T.M.-710.6 <br />= <br />= 1.97 <br />Soil Over Heel = 50.4 0.46 23.1 <br />Sloped Soil Over Heel = <br />Surcllarge 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 Weighi = 375.0 1.25 468.6 <br />Key Weight = <br />Vert. component of active S.P. used for Overtuming Resistance. = <br />If seismic included the min. OTM and sliding <br />- ratios may be 1.1 per IBC '09,1807.2.3. <br />Total = 1,151.5 lbs R.M.=1,399.3 <br />* Axial·live load NOT included in total displayed, or used for overtuming <br />resistance, but is included for soil pressure calculation. <br />DESIGNER NOTES: