6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

• Project Name/Number: retain pro Use menu item Settings>Printing&Title Block Title 9649: Page: 1 to set these five lines of information Dsgnr: chris Date: 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 2018,ACI 318-14,TMS 402-16 License To:STRUCTURAL DESIGN ASSOCIATES Criteria 'i Soil Data Retained Height = 3.50 ft Allow Soil Bearing = 1,500 0 psf WallEquivalent Fluid Pressure Method height above soil = 0.25 ft Active Heei 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 FootingiISoil Friction = 0.400 Soil height to ignore +-• for passive pressure = 0 00 in I ' • Surcharge Loads 1 Lateral Load Applied to Stem I 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 = 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) Footing Type Line Load 1 Axial Load Applied to Stem (Service Level) Base Above/Below Soil = 0.0 ft Axial Dead Load = 250.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 500.0 lbs (Service Level) Poisson's Ratio - 0.300 Axial Load Eccentricity = 0.0 in Design Summary 1 I Stem Construction Bottom . tzzaweevareasamiarnaw -am. Stem OK Wall Stability Ratios Design Height Above Ftc ft= 0 00 Overturning = 3.42 OK Wall Material Above"Ht" = Concrete Sliding = 2 92 OK Design Method = LRFD ASD LRFD Thickness = 8 00 Total Bearing Load = 2,002 lbs Rebar Size = # 4 .resultant ecc. = 0.36 in Rebar Spacing = 12 00 RSoil Pressure @ Toe = 1,262 psf OK Design e Data Soil Pressure @ Heel = 1.026 psf OK fbfFB+fa/Fa = 0.108 Allowable = 1,500 psf Total Force @ Section Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,326 psf Service Level Ibs= ACI Factored @ Heel = 1,078 psf Strength Level lbs= 343 0 Footing Shear @ Toe = 2.2 psi OK Moment..,.Actual Level ft Footing Shear @ Heel = 2 1 psi OK Service Allowable = 75.0 psi Strength Level ft-#= 400.2 _ Sliding Calcs Moment. ...Allowable = 3,655.6 Lateral Sliding Force = 328.6 lbs Shear Actual less 100%Passive Force= - 360 0 lbs Service Level psi= less 100%Friction Force = - 600.8 lbs Strength Level psi= 4.6 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 f m 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 2018,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 I9135