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

' .Use'menu item Settings>Printing&TitIF k Title SIDHU Page: 1 to set these five lines of information Job# 7945 : 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,ACI 318-11,ACI 530-11 License To: STRUCTURAL DESIGN ASSOCIATES [Criteria I Soil DataI Allow Soil Bearing = 1,500.0psf g Retained Height = 3.50 ft �� 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 = 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 Footin Soil Friction = 0.000 v -.- Soil height to ignore • • for passive pressure = 0.00 in Surcharge Loads ` Lateral Load Applied to Stem 1 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 = 10.0 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 (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 [ Stem Construction 2nd Bottom Stem OK Stem OK Wall Stability Ratios Design Height Above Ftc ft= 0.50 0.00 Overturning = 2.24 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 = 1,854 lbs Rebar Size = # 4 # 4 ..resultant ecc. = 0.89 in Rebar Spacing = 12.00 12.00 Soil Pressure @ Toe = 1,134 psf OK Rebar Placed at = Edge Edge Design Data Soil Pressure @ Heel = 720 psf OK Allowable = 1,500 fb/FB+fa/Fa - 0.125 0.186 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,506 psf ACI Factored @ Heel = 957 psf Strength Level lbs= 389.5 503.4 Moment....Actual Footing Shear @ Toe = 7.0 psi OK Service Level ft#_ Footing Shear©Heel = 2.8 psi OK Strength Level ft-#= 458.2 680.8 Allowable = 75.0 psi Sliding Calcs Moment Allowable ft-#= 3,655.6 3,655.6 Lateral Sliding Force = 452.7 lbs Shear Actual Service Level psi= Strength Level psi= 5.2 6.7 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 Wind,W 1.000 Fy psi= 40,000.0 40,000.0 Seismic, E 1.000