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9Printing _ Title THE SIDHU PROPERTY Page. <br /> Use menu item Settings> &Title Block_ ° <br /> to set these five lines of information -_ Job# #7945 Dsgnr: Dmitriy Date: 29 NOV 2016 <br /> for your program. Description... <br /> This Wall in File:c:\documents and settings\clinton\my documents\retainpro 10 project files\7945.rp <br /> RetainPro 10(c)1987-2014, Build 10.14.10.31 <br /> - License:KW-06060593 ftintilevered Retaining Wall Design Code: IBC 2012,ACI 318-11,ACI 530-11 <br /> License To:STRUCTURAL DESIGN ASSOCIA <br /> . Criteria Soil Data <br /> = 1,500.0 psf <br /> Allow Soil Bearing1' <br /> Retained Height = 7.00 ftP <br /> Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method <br /> Heel Active Pressure = 35.0 psf/ft ' <br /> Slope Behind Wall = 0.00: 1 <br /> Height of Soil over Toe = 8.00 in Passive Pressure = 250.0 psf/ft <br /> Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf <br /> Soil Density,Toe = 110.00 pcf <br /> FootingjlSoil Friction = 0.350 <br /> Soil height to ignore -ZF <br /> M,a <br /> for passive pressure = 12.00 in ___. <br /> - <br /> Surcharge Loads _ [Lateral Load Applied to Stem ` Adjacent Footing Load <br /> Surcharge Over Heel = 90.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 lbs <br /> Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft <br /> Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in <br /> Used for Sliding&Overturning The above lateral load Wall to Ftg CL Dist = 0.00 ft <br /> has been increased 1.00 FootingType <br /> Axial Load Applied to Stem YP <br /> by a factor of Base Above/Below Soil <br /> Axial Dead Load = 441.0 lbsWi = 0.0 ft <br /> nd on Exposed Stem = 0.0 psf at Back of Wall <br /> Axial Live Load = 595.0 lbs Poisson's Ratio = 0.300 <br /> Axial Load Eccentricity = 0.0 in <br /> Design Summary 0 Stem Construction Bottom <br /> Stem OK <br /> Wall Stability Ratios Design Height Above Ftc ft= 0.00 <br /> Overturning = 3.02 OK Wall Material Above"Ht" = Concrete <br /> Sliding = 1.52 OK Thickness = 8.00 <br /> Rebar Size = # 5 <br /> Total Bearing Load = 4,368 lbs Rebar Spacing = 14.00 <br /> ...resultant ecc. = 4.26 in Rebar Placed at = Edge <br /> Soil Pressure @ Toe = 1,332 psf OK Design Data <br /> fb/FB+fa/Fa = 0.616 <br /> Soil Pressure @ Heel = 507 psf OK Total Force @ Section lbs= 1,692.7 <br /> Allowable = 1,500 psf <br /> Soil Pressure Less Than Allowable Moment....Actual ft-#= 4,323.9 <br /> ACI Factored @ Toe = 1,671 psf Moment Allowable = 7,023.6 <br /> ACI Factored @ Heel = 636 psf Shear Actual psi= 22.8 <br /> Footing Shear @ Toe = 23.3 psi OK Shear Allowable psi= 75.0 • <br /> Footing Shear @ Heel = 8.2 psi OK Wall Weight = 100.0 <br /> Allowable = 75.0 psi Rebar Depth 'd' in= 6.19 <br /> Sliding Calcs (Vertical Component NOT Used) <br /> Lateral Sliding Force = 1,298.1 lbs <br /> less 100%Passive Force= - 656.3 lbs <br /> less 100%Friction Force = - 1,320.6 lbs <br /> Added Force Req'd = 0.0 lbs OK Masonry Data <br /> ....for 1.5: 1 Stability = 0.0 lbs OK fm psi= <br /> Fs psi= <br /> Solid Grouting = <br /> Load Factors Modular Ratio'n' = <br /> Building Code IBC 2012,ACI Short Term Factor = <br /> Dead Load 1.200 Equiv.Solid Thick. <br /> Live Load 1.600 Masonry Block Type = <br /> Earth, H 1.600 Masonry Design Method = ASD <br /> Wind,W 1.000 Concrete Data <br /> fc psi= 2,500.0 <br /> Seismic,E 1.000 Fy psi= 60,000.0 <br />