5405 BROADWAY 2025-11-24 - Laserfiche WebLink

Sound Structural Solutions, Inc Title 8' C(35 2000 50)(S C=8) Page: f www.ssseng•.com Job# Dsgnr: Date: FEB 12,2009 Description.... This Wall in File: S:\Templates\Retaining Walls\081028 fwc Retain Pro 2007,24-Jul-2008,(c)1989-2008 www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: IBC 2006 Registration#:RP-1177245 RP2007-N Criteria Soil Data Footing Dimensions &Strengths Retained Height = 8.00 ft Allow Soil Bearing = 2,000.0 psf Toe Width 3.00 ft Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Heel Width _ 1.33 Heel Active Pressure 35.0 psf/ft Total Footing Width 4.33 Slope Behind Wall = 0.00: 1 Toe Active Pressure = 0.0 psf/ft Footing Thickness = 10.00 in Height of Soil over Toe = 4.00 in Passive Pressure = 350.0 psf/ft - Key Width 0.00 in Water height over heel = 0.0 ft Soil Density,Heel = 110.00 pcf Key Depth = 0.00 in Soil Density,Toe 110.00 pcf Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf FootingllSoil Friction = 0.300 fc = 2,500 psi Fy = 60,000 psi Vertical component of active Soil height to ignore Footing Concrete Density = 150.00 pcf lateral soil pressure options: for passive pressure = 0.00 in Min.As% = 0.0014 NOT USED for Soil Pressure. Cover @ Top = 3.00 in @ Btm.= 3.00 in NOT USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Lateral Load Applied to Stem rAdjacent Footing Load Surcharge Over Heel = 50.0 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 NOT Used for Sliding&Overtuming Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Base Above/Below Soil = 0.0 ft Axial Dead Load = 0.0 lbs at Back of Wall Axial Live Load = 0.0 lbs Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary Stem Construction Top Stem 2nd Stem OK Stem OK Wall Stability Ratios Design Height Above Ftc ft= 2.00 0.00 Overturning = 1.75 OK Wall Material Above"Ht" = Concrete Concrete Slab Resists All Sliding! Thickness = 8.00 8.00 Rebar Size = # 5 # 5 Total Bearina Load = 2,071 lbs Rebar Spacing = 16.00 8.00 ...resultant ecc. = 15.32 in Rebar Placed at = Edge Edge Design Data Soil Pressure @ Toe = 1,552 psf OK fb/FB+fa/Fa = 0.437 0.520 Soil Pressure @ Heel = 0 psf OK Total Force @ Section lbs= 1,160.7 1,995.6 Allowable = 2,000 psf Moment....Actual ft-#= 2,474.2 5,593.2 Soil Pressure Less Than Allowable ACI Factored @Toe = 1,863 psf Moment.....Allowable ft-#= 5,663.0 10,751.9 ACI Factored @Heel = 0 psf Shear.....Actual psi= 17.0 29.2 = 25.1 psi OK Shear.....Allowable psi= 75.0 75.0 Footing Shear @Toe Wall Weight psf= 100.0 100.0 Footing Shear @ Heel = 18.8 psi OK = 75.0 psi Rebar Depth 'd' in= 5.69 5.69 AllowableLAP SPLICE IF ABOVE in= 23.40 23.40 Sliding CaIcs Slab Resists All Sliding! Lateral Sliding Force 1,506.0 lbs LAP SPLICE BELOW in= 23.40 HOOK EMBED INTO FTG in= 6.00 Masonry Data fm psi= Fs psi= Solid Grouting = Use Full Stresses Load Factors = Modular Ration' Building Code IBC 2006 Short Term Factor Dead Load 1.200 - Dead 1.600 Equiv.Solid Thick.Live _ Earth,H 1.600 Masonry Block Type = Medium Weight Masonry Design Method = ASD Wind,W 1.600 Seismic,E 1.000 Concrete Data fc psi= 2,500.0 2,500.0 Fy psi= 60,000.0 60,000.0