3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

Use menu item Settings>Printing&Title Block Title GOODMAN/CHACON Page: 1 to set these five lines of information Job# 7858 : Dsgnr: CHRIS Date: 19 JAN 2017 for your program. Description.... This Wall in File:C:\Users\Chris\Desktop\retain pro.RPX License (c)W 1987-2015, Build 11.15.12.22 Cantilevered Retaining Wall Code: IBC 2012,ACI318-11,AC1530-11 License:KW-06060593 License To:STRUCTURAL DESIGN ASSOCIATES ' Criteria q Soil Data Retained Height = 3.50 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 «4 <. , Soil Friction = 0.400 E `'' Footingll ,....<.• Soil height to ignore 1• • J for passive pressure = 0.00 in Surcharge Loads Lateral Load Applied to Stem 1 La,ljacent Footing Load Nii 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&OverturningLoad Type = Wind(W) Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load(Service Level) Base Above/Below Soil Axial Dead Load = 200.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall 0.0 ft Axial Live Load = 400.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary Stem Construction li Bottom Stem OK Wall Stability Ratios Design Height Above Ftg ft= 0.00 Overturning = 2.07 OK Wall Material Above"Ht" = Concrete Sliding = 1.37 Ratio< 1.5! Design Method = LRFD ' LRFD LRFD Thickness = 8.00 Total Bearing Load = 1,443 lbs Rebar Size = # 4 ...resultant ecc. = 1.33 in Rebar Spacing = 12.00 Rebar Placed at = Edge Soil Pressure @ Toe = 831 psf OK Design Data - - -- Soil Pressure @ Heel = 452 psf OK fb/FB+fa/Fa = 0.190 Allowable = 1,500 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,089 psf Strength Level lbs= 521.2 ACI Factored @ Heel = 592 psf Moment....Actual Footing Shear @ Toe = 7.0 psi OK Service Level ft-#_ Footing Shear @ Heel = 0.5 psi OK Strength Level ft-#= 712.0 Allowable = 75.0 psi Moment Allowable = 3,739.3 Sliding Calcs Shear Actual Lateral Sliding Force = 466.5 lbs less 100%Passive Force= - 222.2 lbs Service Level psi= less 100%Friction Force = - 417.2 lbs Strength Level psi= 6.9 L Added Force Req'd = 0.0 lbs OK Shear Allowable psi= 222.5 ....for 1.5 Stability = 60.3 lbs NG Wall Weight psf= 100.0 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 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 - f c psi= 22,000.0 Earth,H 1.600 Fy psi= 40,000.0 Wind,W 1.000 Seismic, E 1.000