505 LAUREL DR 2025-03-12 - Laserfiche WebLink

Project Name/Number : miles retaini Use menu item Settings > Printing & Title Block Title Miles Retaining Wall to set these five lines of information Dsgnr: for your program. Description.... This Wall in File: Q:\2021\2210579\20_STR\NON_CAD\CALCs\Miles Retaining Wall\miles retaining wall.RP License : KW-06057224 License To: AHBL, INC Criteria Retained Height = 5.50 ft Wall height above soil = 0.50 ft Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Surcharge Loads Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary i Wall Stability Ratios Overturning = 2.12 OK Sliding = 1.73 OK Total Bearing Load = 2,680 Ibs ...resultant ecc. = 7.36 in Cantilevered Retaining Wall Soil Data Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 35.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density, Heel = 140.00 pcf / Soil Density, Toe = 140.00 pci' FootingIlSoil Friction = 0.525///CCC Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 0.0 psf Soil Pressure @ Toe = 2,015 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable AC Factored @ Toe = 2,821 psf AC Factored @ Heel = 0 psf Footing Shear @ Toe = 0.5 psi OK Footing Shear @ Heel = 10.0 psi OK Allowable = 82.2 psi Sliding Calcs Lateral Sliding Force = 901.9 Ibs less 100% Passive Force = - 156.3 Ibs less 100% Friction Force = - 1,407.0 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 Stability = 0.0 Ibs OK (Service Level) Stem Construction Design Height Above Ftg ft= Wall Material Above "Ht" _ Design Method = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force @ Section Service Level Ibs = Strength Level Ibs = Moment.... Actual Service Level ft-# _ Strength Level ft-# _ Moment..... Allowable = Shear..... Actual Service Level psi = Strength Level psi = Shear..... Allowable psi = Anet (Masonry) in2 = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Vertical component of active lateral soil pressure IS NOT Solid Grouting Bottom Stem OK 0.00 Concrete LRFD 8.00 # 5 18.00 Edge 0.384 1,067.0 2,157.8 5,612.6 14.4 94.9 6.19 Page: 1 Date: 17 NOV 2022 Code: IBC 2018,ACI 318-14,TMS 402-16 INCREASED BY 1.5 SINCE SAFETY FACTOR APPLIED BY ENERCALC Adjacent Footing Load Adjacent Footing Load = 0.0 Ibs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 considered in the calculation of soil bearing pressures. Modular Ratio'n' _ Wall Weight psf = 100.0 Load Factors Short Term Factor = Building Code IBC 2018,AC1 Equiv. Solid Thick. _ Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = ASD Earth, H 1.600 Concrete Data Wind, W 1.000 fc psi = 4,000.0 Seismic, E 1.000 Fy psi = 60,000.0