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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.... 8'CANT This Wall in File: c:\users\amgah\onedrive\upst8 main\2018(0867-xxxx yellow)\0956 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 I Soil Data Retained Height = 7.50 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 = 16.00 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 FootingljSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Surcharge Loads I _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 Ft CL Dist = 0.00 ft Load Type = Wind(W) Footing Ftg Load Applied to Stem ` (Service Level) Type Line Load Base Above/Below Soil Axial Dead Load = 235.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall 0.0 ft Axial Live Load = 335.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary I Stem Construction 0 Bottom Stem OK Wall Stability Ratios Design Height Above Ftc ft= 0.00 Overturning = 2.11 OK Wall Material Above"Ht" = Concrete Sliding = 1.51 OK Design Method = LRFD Thickness = 8.00 Total Bearing Load = 3,299 lbs Rebar Size = # 4 ...resultant ecc. = 5.45 in Rebar Spacing = 8.00 Soil Pressure @ Toe = 1,387 psf OK Rebar Placed at = Edge Design Data Soil Pressure @ Heel = 262 psf OK fb/FB+fa/Fa = - 0.726 Allowable = 1,500 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,745 psf g Stren th Level lbs= 1,575.0 ACI Factored @ Heel = 330 psf Footing Shear @ Toe = 10.1 psi OK Moment....Actual Footing Shear @ Heel = 5.1psi OK Service Level ft-#_ Strength Level ft-#= 3,937.5 Allowable = 75.0 psi Sliding Calcs Moment Allowable = 5,412.6 Lateral Sliding Force = 1,314.4 lbs Shear Actual less 100%Passive Force= - 800.6 lbs Service Level psi= less 100% Friction Force = - 1,185.5 lbs Strength Level psi= 21.0 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 Ratio'n' _ 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 /C./ly