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

,Use menu item Settings>Printing&Titles k Title SIDHU Page: 1 to set these five lines of information Job# 7945A Dsgnr: CHRIS Date: 8 AUG 2017 for your program. Description... This Wall in File:d:\sda archive\retainpro\7945.RPX RetainPro(c)1987-2015, Build 11.15.12.22 License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,AC1318-11,ACI530-11 License To:STRUCTURAL DESIGN ASSOCIATES Criteria w Soil Data I Retained Height = 5.50 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 FootingfISoil Friction = 0.000 Soil height to ignore for passive pressure = 0.00 in Surcharge Loads r 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 Ft CL Dist = 0.00 ft Load Type = Wind(W) g Axial Load Applied to Stem (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 rStem Construction 2nd Bottom Stem OK Stem OK Wall Stability Ratios Design Height Above Ftg ft= 0.25 0.00 Overturning = 1.87 OK Wall Material Above"Ht" = Concrete Concrete Slab Resists All Sliding ! Design Method = LRFD LRFD LRFD Thickness = 8.00 8.00 Total Bearing Load = 2,587 lbs Rebar Size = # 4 # 4 ...resultant ecc. = 3.13 in Rebar Spacing = 12.00 12.00 Soil Pressure @ Toe = 1,475 psf OK Rebar Placed at = Edge Edge Design Data Soil Pressure @ Heel = 406 psf OK fb/FB+fa/Fa = 0.542 0.614 Allowable = 1,500 psf Soil Pressure Less Than Allowable Total Force @ Section ACI Factored @ Toe = 1,906 psf Service Level lbs= ACI Factored© Heel = 525 psf Strength Level lbs= 1,012.3 1,099.0 Footing Shear @ Toe = 17.9 psi OK Moment....Actual Footing Shear @ Heel = 2.3 psi OK Service Level ft#_ Strength Level ft-#= 1,982.0 2,245.8 Allowable = 75.0 psi Sliding Calcs Moment Allowable ft-#= 3,655.6 3,655.6 Lateral Sliding Force = 883.3 lbs Shear Actual Service Level psi= Strength Level psi= 13.5 14.7 Shear Allowable psi= 75.0 75.0 Wall Weight psf= 100.0 100.0 Rebar Depth 'd' in= 6.25 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 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 Earth, H 1.600 fc psi= 2,500.0 2,500.0 Fy psi= 40,000.0 40,000.0 Wind,W 1.000 Seismic, E 1.000 (0/73