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• r <br /> • Project Name/Number: retain pro <br /> Use menu item Settings>Printing&Title Block Title 964978' Page: 1 <br /> to set these five lines of information Dsgnr: chris Date. 15 SEP 2022 <br /> for your program. Description-. <br /> This Wall in Fi',e.C:\Users\Chris\Desktop\retain pro.RPX <br /> ketainPro(c)198/-2018,-§uild41.18.12.04 <br /> License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,AC1 318-11,ACI 530-11 <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Criteria 1 [Soil Data <br /> Retained Height = 7 50 ft Allow Soil Bearing = 2,500 0 psf <br /> Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method <br /> Active Heel Pressure = 35.0 psf/ft <br /> Slope Behind Wall = 0.00 <br /> Heicht of Soil over Toe = 6 00 in = <br /> Water Height over heel = 0 0 ft Passive Pressure = 250.0 psf/ft - <br /> Soil Density, Heel = 110.00 pcf <br /> Soil Density,Toe = 0.00 pcf <br /> FootingllSoil Friction = 0 400 <br /> Soil height to ignore <br /> for passive pressure = 12 00 in ' <br /> r Surcharge Loads Lateral Load Applied to Stem 1 [Adjacent Footing Load <br /> Surcharge Over Heel = 0.0 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 = 40.0 ...Height to Bottom = 0.00 ft Eccentricity = 0 00 in <br /> Used for Sliding&Overturning Wall to FtgCL Dist 0.00 ft <br /> — — Load Type = Wind(W) -- <br /> j Axial Load Applied to Stem (Service Level) Footing Type Lime Load <br /> Base Above/Below Soil _ 0.0 ft <br /> Axial Dead Load = 500.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall <br /> Axial Live Load = 1.000 0 lbs (Service Level) Poisson's Ratio - 0.300 <br /> Axial Load Eccentricity = 0.0 in <br /> Design Summary I Stem Construction 1 Bottom <br /> L. <br /> Stem OK <br /> Wall Stability Ratios Design Height Above Ftc ft= 0.00 <br /> Overturning = 2.35 OK Wall Material Above"Ht" = Concrete <br /> Slab Resists All Sliding ! Design Method = LRFD ASD LRFD <br /> Thickness = 8.00 <br /> Total Bearing Load = 4,789 lbs Rebar Size = # 4 <br /> .. resultant ecc. = 3 67 in Rebar Spacing = 8.00 <br /> Toe = 2,085 psf OK Rebar Placedat = Edge <br /> Soil Pressure <br /> @ P� Design Data - <br /> Soil Pressure @ Heel = 651 psf OK fb/FB+fa/Fa = 0.726 <br /> Allowable = 2,500 psf Total Force @ Section <br /> Soil Pressure Less Than Allowable <br /> ACI Factored©Toe = 2,310 psf Service Level lbs= <br /> ACI Factored @ Heel = 721 psf Strength Level lbs= 1,575.0 <br /> al <br /> Footing Shear @ Toe = 17.8 psi OK Mom Service <br /> FootingShear Heel = 10.6 psi OK Sevice Level ft-#= <br /> Allowable @ = 75 0 psi Strength Level ft-#= 3 937.5 <br /> Sliding Calcs Moment.....Allowable = 5,412.6 <br /> Lateral Sliding Force = 1,264 4 lbs Shear Actual <br /> Service Level ps'= <br /> Strength Level psi= 21.0 <br /> Shear... .Allowable psi= 75.0 <br /> Anet(Masonry) in2= 139.50 <br /> Rebar Depth 'd' in= 6.25 <br /> Masonry Data <br /> fm psi= <br /> Fs psi= <br /> Solid Grouting <br /> Vertical component of active lateral soil pressure IS Modular Ration' - <br /> NOT considered in the calculation of soil bearing Wall Weight psf= 100.0 <br /> Load Factors ... -- Short Term Factor = <br /> Buiiding Code IBC 2012,ACI Equiv Solid Thick. _ <br /> Dead Load 1.200 Masonry Block Type = Medium Weight <br /> Live Load 1.600 Masonry Design Method = ASD <br /> Earth, H 1.600 Concrete Data <br /> Wind,W 1.000 fc psi= 2,500 0 <br /> Seismic. E 1.000 Fy psi= 40,000 0 <br /> 23J 35 <br />