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Project Name/Number: 0956 foundati Use menu item Settings>Printing&Title Block Title PYATAK Page: 1 to set these five lines of information Dsgnr: amg Date: 4 DEC 2018 for your program. Description.... 6'CANT This Wall in File: c:\users\amgah\onedrive\upst8 main\2018(0867-xxxx yellow)10956 vladimir pyatak- RetainPro(c)1987-2018, Build 11.18.11.29 License:KW-06060767 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To :Upstate Engineering Criteria 1 Soil Data I kit4r Retained Height = 5.50 ft Allow Soil Bearing = 1,500.0 psf " Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Active Heel Pressure = 35.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe = 10.00 in = Water height over heel = 0.0 ft Passive Pressure = 305.0 psf/ft Soil Density,Heel = 110.00 pcf Soil Density,Toe = 0.00 pcf FootingllSoil Friction = 0.400 -•I •:;-:en Soil height to ignoretielwiti:o::-Akat for passive pressure = 12.00 in Surcharge Loads ` Lateral Load Applied to Stem 0 Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 lbs Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 .,.Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Load Type = Wind(W) Axial Load Applied to Stem hi Level) Footing Type Line Load Base Above/Below Soil _ 0.0 ft Axial Dead Load = 235.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 335.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary 1 tem Construction 1 Bottom Stem OK Wall Stability Ratios Design Height Above Ftc ft= 0.00 Overturning = 2.71 OK Wall Material Above"Ht" = Concrete Sliding = 1.55 OK Design Method = LRFD Thickness = 8.00 Total Bearing Load = 2,384 lbs Rebar Size = # 4 ...resultant ecc. = 2.18 in Rebar Spacing = 12.00 Soil Pressure @ Toe = 1,084 psf OK Rebar laced at = Edge D Soil Pressure @ Heel = 505 psf OK Design Data = 1,500 fb/FB+fa/Fa0.424 Allowable psf Total Force @ Section Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,304 psf Service Level lbs= ACI Factored @ Heel = 608 psf Strength Level lbs= 847.0 Footing Shear @ Toe = 9.0 psi OK Moment....Actual Service Level ft-#= Footing Shear @ Heel = 1.5 psi OK Strength Level ft-#= 1,552.8 Allowable = 75.0 psi Sliding Calcs Moment Allowable = 3,655.6 Lateral Sliding Force = 701.9 lbs Shear Actual less 100%Passive Force= - 271.1 lbs Service Level psi= less 100% Friction Force = - 819.7 lbs Strength Level psi= 11.3 Added Force Req'd = 0.0 lbs OK Shear Allowable psi= 75.0 ....for 1.5 Stability = 0.0 lbs OK Anet(Masonry) in2= Rebar Depth 'd' in= 6.25 Masonry Data fm psi= Fs psi= Solid Grouting = Vertical component of active lateral soil pressure IS Modular Ration' = NOT considered in the calculation of soil bearing Wall Weight psf= 100.0 Load Factors Short Term Factor = Building Code IBC 2015,ACI Equiv. Solid Thick. = Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = ASD Earth, H 1.600 Concrete Data Wind,W 1.000 f'c psi= 2,500.0 Seismic,E 1.000 Fy psi= 40,000.0