6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

• Project Name/Number: retain pro Use menu item Settings>Printing&Title Block Title 9649.8' Page• 1 to set these five lines of information Dsgnr: chris Dare 15 SEP 2022 for your program. Description... This Wall in File: C:\Users\Chris\Desktop\retain pro RPX RetainPro(c)1987-2018, Build 11.18.12.04 License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,ACI 318-11,ACI 530-11 License To: STRUCTURAL DESIGN ASSOCIATES Criteria j 1 Soil Data 1 Retained Height = 7 50 ft Allow Soil Bearing = 2,500.0 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 - 6.00 in = Water height over heel = 0.0 ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density,Toe = 0 00 pcf FootingISoil Friction = 0 400 Soil height to ignore . . for passive pressure = 12.00 in , Surcharge iiiLoads J i Lateral Load Applied to Stem I Adjacent Footing Load 11111111111111111111111114. Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0 0 tbs Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0 00 ft Surcharge Over Toe = 40.0 ..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 (Service Level) Footing Type Line Load Base Above/Below Sot 0 0 ft Axial Dead Load = 500.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 1,000 0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Su mmary Stem Construction 1Bottom Stem OK Wall Stability Ratios Design Height Above Ftt ft= 0 00 Overturning = 2 32 OK Wall Material Above"Ht" = Concrete Slid.ng = 1.51 OK Design Method = LRFD ASD LRFD Thickness = 8.00 Total Bearing Load = 4,985 lbs Rebar Size = # 4 .resultant ecc. = 5 24 in Rebar Spacing = 8.00 Rebar Placed at = Edge Soil Pressure @ Toe = 2,490 psf OK Design Data Soil Pressure @ Heel = 359 psf OK fb/FB+fa/Fa = 0.726 Allowable = 2,500 psf Total Force @ Section Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,787 psf Service Level bs= ACI Factored @ Heel = 401 psf Strength Level lbs= 1,575.0 Footing Shear @ Toe = 14.4 psi OK Actual Service Level Moment....Level Footing Shear @ Hee = 13.0 psi OK ft-#= Strength Level ft-#= 3,937.5 Allowable = 75.0 psi Sliding Calcs Moment Allowable = 5,412.6 Lateral Sliding Force = 1,264.4lbs Shear Actual less 100%Passive Force= - 309.1 lbs Service Level psi= less 100%Friction Force = - 1,594.0 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= 139.50 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 2012,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 fc psi= 2,500.0 Seismic,E 1 000 Fy psi= 40,000-0 '2.1n135