3623 HOYT AVE 1-3 2020-06-17 - Laserfiche WebLink

Use,menu item Settings>Printing&Title.. ,k Title • Page: 1 to set these five lines of information Job# • Dsgnr: Date: 8 AUG 2017 for your program. Description.... This Wall in File: C:\Users\Chris\Desktop\retain pro.RPX RetainPro(c)1987-2015, Build 11.15.12.22 License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,AC1 318-11,AC1 530-11 License To:STRUCTURAL DESIGN ASSOCIATES Criteria I Soil Data Retained Height = 7.50 ft Allow Soil Bearing = 1,500.0 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 = 4.00 in Passive Pressure = 250.0 psf/ft Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf Soil Density,Toe = 0.00 pcf FootingilSoil Friction = 0.000 • Soil height to ignore ,• ••`I for passive pressure = 0.00 in '' Surcharge Loads 11 Lateral Load Applied to Stem ` Adjacent Footing Load Surcharge Over Heel = 90.0 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 = 0.0 psf ...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 i (Service Level) Footing Type Line Load Base Above/Below Soil = 0.0 ft Axial Dead Load = 441.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 595.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary I Stem Construction I 2nd Bottom Stem OK Stem OK Wall Stability Ratios Design Height Above Ftg ft= 0.25 0.00 Overturning = 1.94 OK Wall Material Above"Ht" = Concrete Concrete Slab Resists All Sliding I Design Method = LRFD LRFD LRFD Thickness = 8.00 8.00 Total Bearing Load = 3,602 lbs Rebar Size = # 5 # 5 .resultant ecc. = 5.18 in Rebar Spacing = 15.00 15.00 Soil Pressure @ Toe = 1,484 psf OK Rebar Placed at _ = Edge Edge D Soil Pressure @ Heel = 317 psf OK Design Data 1,500 psffb/FB+fa/Fa = 0.724 0.794 Allowable = Total Force @ Section Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,879 psf Service Level lbs= ACI Factored @ Heel = 402 psf Strength Level lbs= 1,803.9 1,918.6 Footing Shear @ Toe = 29.7 psi OK Moment....Actual Service Level ft-#= Footing Shear @ Heel = 8.2 psi OK Strength Level ft-#= 4,760.9 5,226.1 Allowable = 75.0 psi Sliding Calcs Moment Allowable ft-#= 6,578.7 6,578.7 Lateral Sliding Force = 1,453.9 lbs Shear Actual Service Level psi= Strength Level psi= 24.3 25.8 Shear Allowable psi= 75.0 75.0 Wall Weight psf= 100.0 100.0 Rebar Depth 'd' in= 6.19 6.19 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 Short Term Factor = Load Factors Equiv. Solid Thick. = Building Code IBC 2012,ACI Masonry Block Type = Medium Weight Dead Load 1.200 Masonry Design Method = ASD Live Load 1.600 Concrete Data - fc psi= 2,500.0 2,500.0 Earth, H 1.600 Fy psi= 60,000.0 60,000.0 Wind,W 1.000 Seismic, E 1.000 /21 73