3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

Use menu item Settings>Printing&Title Block Title Page: 1 to set these five lines of information Job# Dsgnr: Date: 19 JAN 2017 for your program. Description.... This Wall in File:C:\Users\Chris\Desktop\retain pro.RPX n (c)1987-2015, Build 11.15.12.22 LiceCantilevered Retaining Wall Code: IBC 2012,ACI 318-11,AC1 530-11 Licensee:KW-06060593 License To:STRUCTURAL DESIGN ASSOCIATES Criteria Soil Data E Retained Height = 7.50 ft Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Wall height above soil = 0.50 ft Active Heel Pressure = 35.0 psf/ft Slope Behind Wall = 0.00 = Height of Soil over Toe = 6.00 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 ,',..,:?:: in .. FootingllSoil Friction = 0.400 �. Soil height to ignore for passive pressure = 12.00 in Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 100.0 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 ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Load Type = Wind(W) Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem (Service Level) Footing Type _ Line Load Base Above/Below Soil 0.0 ft Axial Dead Load = 200.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Live Load = 400.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary Stem Construction ',- Bottom Stem OK Wall Stability Ratios Design Height Above Ftg ft= 0.00 Overturning = 2.45 OK Wall Material Above"Ht" = Concrete Sliding = 1.54 OK Design Method = LRFD ASD LRFD Thickness = 8.00 Total Bearing Load = 4,319 lbs Rebar Size = # 5 ...resultant ecc. = 5.58 in Rebar Spacing = 14.00 , Rebar Placed at = Edge Soil Pressure @ Toe = 1,443 psf OK Design Data Soil Pressure @ Heel = 375 psf OK fb/FB+fa/Fa = 0.764 Allowable = 1,500 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,785 psf Strength Level lbs= 1,956.8 ACI Factored @ Heel = 464 psf Moment....Actual Footing Shear @ Toe = 14.1 psi OK Service Level ft-#_ Footing Shear @ Heel = 8.5 psi OK Strength Level ft-#= 5,369.3 Allowable = 75.0 psi Moment Allowable = 7,023.6 Sliding Calcs Shear Actual Lateral Sliding Force = 1,590.2 lbs less 100%Passive Force= - 878.5 lbs Service Level psi= less 100%Friction Force = - 1,567.5 lbs Strength Level psi= 26.4 Added Force Req'd = 0.0 lbs OK Shear Allowable psi= 75.0 ....for 1.5 Stability = 0.0 lbs OK Wall Weight psf= 100.0 Rebar Depth 'd' in= 6.19 Masonry Data fm psi= Fs psi= Solid Grouting = Vertical component of active lateral soil pressure IS Modular Ration' = 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 Earth, H 1.600 Fy psi= 60,000.0 Wind,W 1.000 Seismic, E 1.000