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0 Project Name/Number : F*(46-2000 <br />RetainPro (c) 1987-2019, Build 11.19,03.08 <br />License : KW-06057724 Cantilevered Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 <br />License To: SOUND STRUCTURAL SOLUTIONS, INC <br />Criteria Soil Data <br />1 <br />Retained Height = <br />4.00 ft <br />Wall height above soil = <br />0.00 ft <br />Slope Behind Wall = <br />0.00 <br />Height of Soil over Toe = <br />0.00 in <br />Water height over heel = <br />0.0 ft <br />Surcharge Loads <br />Surcharge Over Heel = 0.0 psf <br />Used To Resist Sliding & Overturning <br />Surcharge Over Toe = 0.0 psf <br />NOT Used for Sliding & Overturning <br />Axial Load Applied to Stem j <br />Axial Dead Load = 270.0 Ibs <br />Axial Live Load = 350.0 Ibs <br />Axial Load Eccentricity = 0.0 in <br />Earth Pressure Seismic Load <br />Method : Uniform <br />Multiplier Used = 9.000 <br />(Multiplier used on soil density) <br />Design Summary 1 <br />Wall Stability Ratios <br />Overturning = 1.76 OK <br />Slab Resists All Sliding ! <br />Total Bearing Load = 1,953 Ibs <br />...resultant ecc. = 5.06 in <br />Soil Pressure @ Toe = <br />1,751 psf OK <br />Soil Pressure @ Heel = <br />0 psf OK <br />Allowable = <br />2,666 psf <br />Soil Pressure Less Than Allowable <br />ACI Factored @ Toe = <br />2,012 psf <br />ACI Factored @ Heel = <br />0 psf <br />Footing Shear @ Toe = <br />8.5 psi OK <br />Footing Shear @ Heel = <br />3.2 psi OK <br />Allowable = <br />75.0 psi <br />Sliding Calcs <br />Lateral Sliding Force = <br />731.2 Ibs <br />Allow Soil Bearing = 2,666.0 psf <br />Equivalent Fluid Pressure Method <br />Active Heel Pressure = 50.0 psf/ft <br />Passive Pressure <br />= 300.0 psf/ft <br />Soil Density, Heel <br />= 110.00 pcf <br />Soil Density, Toe <br />= 0.00 pcf <br />FootingIlSoil Friction <br />= 0.350 <br />Soil height to ignore <br />for passive pressure <br />= 0.00 in <br />Lateral Load Applied to Stem 1 <br />Lateral Load = <br />0.0 #/ft <br />...Height to Top = <br />0.00 ft <br />...Height to Bottom = <br />0.00 ft <br />Load Type = <br />Wind (W) <br />(Service Level) <br />Wind on Exposed Stem = <br />0.0 psf <br />(Service Level) <br />Vertical component of active lateral soil pressure IS <br />NOT considered in the calculation of soil bearing <br />Load Factors -- - <br />- <br />Building Code <br />IBC 2015,ACI <br />Dead Load <br />1.200 <br />Live Load <br />1.600 <br />Earth, H <br />1.600 <br />Wind, W <br />1.000 <br />Seismic, E <br />1.000 <br />Uniform Seismic Force = 43.500 <br />Total Seismic Force = 210.250 <br />Adjacent Footing Load <br />000 <br />Adjacent Footing Loa = <br />0.0 Ibs <br />Footing Width = <br />0.00 ft <br />Eccentricity = <br />0.00 in <br />Wall to Ftg CL Dist = <br />0.00 ft <br />Footing Type <br />Line Load <br />Base Above/Below Soil <br />at Back of Wall = <br />0.0 ft <br />Poisson's Ratio = <br />0.300 <br />Stem Construction <br />__ <br />2nd <br />Stem OK <br />Design Height Above Fti; <br />ft = <br />1.67 <br />Wall Material Above "Ht" <br />= <br />Concrete <br />Design Method <br />= <br />LRFD <br />Thickness <br />= <br />8.00 <br />Rebar Size <br />= <br /># 4 <br />Rebar Spacing <br />= <br />10.00 <br />Rebar Placed at <br />= <br />5.75 i <br />Design Data <br />fb/FB + fa/Fa <br />= <br />0,048 <br />Total Force @ Section <br />Service Level <br />Ibs = <br />Strength Level <br />Ibs = <br />318.5 <br />Moment.... Actual <br />Service Level <br />ft-# = <br />Strength Level <br />ft-# = <br />286.7 <br />Moment..... Allowable <br />ft-# = <br />5,904.1 <br />Shear..... Actual <br />Service Level <br />psi = <br />Strength Level <br />psi = <br />4.6 <br />Shear..... Allowable <br />psi = <br />75.0 <br />Anet (Masonry) <br />in2 = <br />Rebar Depth 'd' <br />in = <br />5.75 <br />Masonry Data <br />fm <br />psi = <br />Fs <br />psi = <br />Solid Grouting <br />= <br />Modular Ratio'n' <br />_ <br />Wall Weight <br />psf = <br />100.0 <br />Short Term Factor <br />= <br />Equiv. Solid Thick. <br />_ <br />Masonry Block Type <br />= <br />Medium <br />Masonry Design Method <br />= <br />ASD <br />Concrete Data -- <br />-- <br />- - <br />fc <br />psi = <br />2,500.0 <br />Fy <br />psi = <br />60,000.0 <br />Bottom_ <br />Stem OK <br />0.00 <br />Concrete <br />LRFD LRFD <br />8.00 <br /># 4 <br />10.00 <br />5.75 i <br />0.202 <br />814.0 <br />1,201.3 <br />5,904.1 <br />11.8 <br />75.0 <br />5.75 <br />100.0 <br />Weight <br />2,500.0 <br />60, 000.0 <br />