6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

i • Project Name/Number: retain pro Use menu item Settings>Printing&Title Block Title 9649-6' Page: 1 to set these five lines of information Dsgnr: chris Date 15 SEP 2022 for your program. Description This Wall in File:C:1UserslChris\Desktop\retain pro.RPX t etainPro(c)1987-2018. Build 11.18.12.04 license:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,ACI 318-11,AC1 530-11 License To:STRUCTURAL DESIGN ASSOCIATES Criteria I {Soil Data I Retained Height = 5.50 ft Allow Soil Bearing = 1,500.0 psf Wail 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 Footingl':Soil Friction = 0 400 I . . Soil height to ignore for passive pressure = 12 00 in Surcharge Loads 0 Lateral Load Applied to Stem 1 [Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#rft 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) Axial Load Applied to Stem 1 (Service Level) Footing Type Line Load 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 SummaryStem Construction Bottom ._-- ,,4 is.,�w . e .. - Stem OK Wall Stability Ratios Design Height Above Ftg, ft= 0 00 Overturning = 3 18 OK Wall Material Above"Ht" = Concrete Sliding = 2.59 OK Design Method = LRFD ASD LRFD Thickness = 8 00 Intel Bearing Load = 3,080 lbs Rebar Size = # 4 resultant ecc. = 2.31 in Rebar Spacing = 12.00 Rebar Placed at = Edge Soil Pressure @ Toe = 1,422 psf OK Design Data Soil Pressure @ Heel = 631 psf OK fb/FB+fa/Fa = 0.424 Allowable = 1,500 psf Total Force @ Section :;oil Pressure Less Than Allowable ACI Factored @ Toe = 1,668 psf Service Level bs= ACI Factored @ Heel = 740 psf Strength Level lbs= 847.0 Footing Shear @ Toe = 9.3 psi OK Moment-.-.Actual Footing Shear @ Heel = 0 4 psi OK Service Level ft#_ Allowable = 75.0 psi Strength Level ft-#= 1,552.8 Sliding Calcs Moment. . .Allowable = 3,655.6 Lateral Sliding Force = 701.9 lbs Shear Actual less 100%Passive Force= - 784 2 lbs Service Level psi= less 100%Friction Force = - 1,032.2 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= 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 2a135