3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

• . Use menu item Settings>Printing&Title Block Title Page: 1 # Dsgnr: Date: 19 JAN 2017 to set these five lines of information Description.... for your program. , This Wall in File:C:\Users\Chris\Desktop\retain pro.RPX RetainPro(c)1987-2015, Build 11.15.12.22 License:KW-06060593 Cantilevered RetainingWall Code: IBC 2012,201 318 11,201 530-11 License To:STRUCTURAL DESIGN ASSOCIATES __.. Soil Data Criteria ,; Retained Height = 5.50 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 Footing]Soil Friction = 0.400 <3 __- • Soil height to ignore .- for passive pressure = 0.00 in 1 Surcharge Loads Lateral Load Applied to Stem 1 LiAdjacent Footing Load 3 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 W Used for Sliding&Overturning Wall to Ftg CL Dist - 0.00 ft Load Type = Wind( ) Footing Type Line Load Axial Load Applied to Stem (Service Level) 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 j Stem Construction Bottom Stem OK Wall Stability Ratios Design Height Above Ftg ft= 0.00 Overturning = 3.45 OK Wall Material Above"Ht" = Concrete Sliding = 1.54 OK Design Method = LRFD ASD LRFD Thickness = 8.00 Total Bearing Load = 3,332 lbs Rebar Size = # 4 ...resultant ecc. = 2.41 in Rebar Spacing = 12.00 Rebar Placed at = Edge Soil Pressure @ Toe = 1,006 psf OK Design Data -- Soil Pressure @ Heel = 561 psf OK fb/FB+fa/Fa = 0.640 Allowable = 1,500 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,256 psf Strength Level lbs= 1,127.0 ACI Factored @ Heel = 701 psf Moment....Actual Footing Shear @ Toe = 9.4 psi OK Service Level ft-#= Footing Shear @ Heel = 17.1 psi OK Strength Level ft-#= 2,322.8 Allowable = 75.0 psi Moment Allowable = 3,632.0 Sliding Calcs Shear Actual Lateral Sliding Force = 946.2 lbs Service Level psi= less 100%Passive Force= - 281.3 lbs less 100%Friction Force = - 1,172.7 lbs Strength Level psi= 15.0 Added Force Req'd = 0.0 lbs OK Shear Allowable psi= 67.1 ....for 1.5 Stability = 0.0 lbs OK 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 = Equiv. Solid Thick. = Load Factors Masonry Block Type = Medium Weight Dead Load 1.200 BuildingCode IBC 2012201 Masonry Design Method = ASD Live Load 1.600 Concrete Data 1.600 fc psi= 2,000.0 , Earth, H Fy psi= 40,000.0 Wind,W 1.000 Seismic, E 1.000 • 7 i:0/)