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Title FEDERAL AVE RESIDENCE-EVERETT Pagtge 3 of 5 <br /> Job# 22082 Dsgnr: MALLIKA Date: JUL 31,2023 <br /> Description.... <br /> This Wall in File:C:\USERS\BASRI\BOX\CURRENT PROJE( <br /> RetainPro Version 6.0 Cantilevered Retaining Wall Design <br /> Build Date:10-SEP-2001,(c)1989-2001 <br /> Criteria Soil Data Footing Dimensions & Strengths <br /> Retained Height = 4.00 ft Allow Soil Bearing = 1,500.0 psf Toe Width = 0.75 ft <br /> Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Heel Width = 1.50 <br /> Heel Active Pressure = 35.0 psf/ft Total Footing Width = 2.25 <br /> Slope Behind Wal = 0.00: 1 Toe Active Pressure = 35.0 psf/ft Footing Thickness = 12.00 in <br /> Height of Soil over Toe = 8.00 in Passive Pressure = 250.0 psf/ft <br /> Soil Density = 125.00 pcf Water height over heel = 0.0 ft Key Width = 0.00 in <br /> = <br /> FootingllSoil Frictior = 0.400 Key Depth 0.00 in <br /> Key Distance from Toe = 0.00 ft <br /> Wind on Stem = 0.0 psf Soil height to ignore f'c = 4,000 psi F 60,000 psi <br /> for passive pressure = 12.00 in p y = p <br /> Footing Concrete Density = 150.00 pcf <br /> Min.As% = 0.0018 <br /> Cover @ Top = 2.00 in @ Btm, 3.00 in <br /> Surcharge Loads Surcharge Over Heel 50.0 psf Surcharge Over Toe = 0.0 psf <br /> Used To Resist Sliding&Overturning Used for Sliding&Overturning <br /> Design Summary Stem Construction Top Stem <br /> Stem OK <br /> Total Bearing Load = 1,258 Ibs Design height ft= 0.00 <br /> ...resultant ecc. = 5.87 in Wall Material Above"Ht" = Concrete <br /> Soil Pressure @ Toe = 1,320 psf OK Thickness = 8.0 4 <br /> Soil Pressure @ Heel = 0 psf OK Rebar Size = # 4 <br /> 1,500 p Rebar Spacing = 16.00 <br /> sf Allowable = Rebar Placed at = Edge <br /> Soil Pressure Less Than Allowable Design Data <br /> ACI Factored @ Toe = 1,848 psf fb/FB+fa/Fa 0.201 <br /> ACI Factored @ Heel = 0 psf Total Force @ Section Ibs= 558.0 <br /> Footing Shear @ Toe = 0.6 psi OK Moment....Actual ft-#= 822.1 <br /> Footing Shear @ Heel = 6.3 psi OK Moment.....Allowable = 4,099.3 <br /> Allowable = 107.5 psi <br /> Wall Stability Ratios Shear.....Actual psi= 7.4 <br /> Overturning = 1.91 OK Shear.....Allowable psi= 85.0 <br /> Sliding = 1.58 OK Lap Splice if Above in= 31.20 <br /> Sliding Calcs Slab Resists All Sliding ! Lap Splice if Below in= 6.64 <br /> Lateral Sliding Force = 458.9 Ibs Wall Weight = 100.0 <br /> Rebar Depth 'd' in= 6.25 <br /> Masonry Data <br /> f'm psi= <br /> Fs psi= <br /> Solid Grouting = <br /> Footing Design Results Special Inspection = <br /> Modular Ratio'n' _ <br /> Toe Heel Short Term Factor = <br /> Factored Pressure = 1,848 0 psf Equiv.Solid Thick. _ <br /> Mu':Upward = 452 19 ft-# Masonry Block Type= Medium Weight <br /> Mu':Downward = 92 340 ft-# Concrete Data <br /> Mu: Design = 360 321 ft-# f'c psi= 2,500.0 <br /> Actual 1-Way Shear = 0.61 6.25 psi Fy psi= 60,000.0 <br /> Allow 1-Way Shear = 107.52 107.52 psi Other Acceptable Sizes&Spacings <br /> Toe Reinforcing = #4 @ 18.00 in Toe: Not req'd,Mu<S'Fr <br /> Heel Reinforcing = #4 @ 18.00 in Heel:Not req'd,Mu<S`Fr <br /> Key Reinforcing = None Spec'd Key: No key defined <br />