6624 BROADWAY 2018-01-02 MF Import

To specify your own special title block here, use the "Settings" screen and enter your title block Title Habitat Everett 6 Foot Wall Page: Job a 08-324 Dsgm: Date: AUG 21,2008 Description.... information. This Well In File: g:\2008 jobs\8234 habitat everett\calcs\ret Retain Pro 6,1e,"uty-2004,(c)1989-2001 Cantilevered Retaining Wall Design Code: ISC 2003 Registration e : RP-1134915 Criteria Retained Height = 6.00 ft Wall height above soil = 1.00 R Slope Behind Wall = 0,00 : Height of Soil over Toe = 6.00 in Water height over heel = 0.0 8 Wind on Stem - 20.0 psi Surcharge Loads Surcharge Over Heel - Sao psi Used To Resist Sliding 8 Overturning Surcharge Over Toe = 0.0 psi Used for Sliding 8 Overturning Axial Load Applied to Stem Axial Dead Load = 235.0 lbs Axial Live Load = 175.0 lbs Axial Load Eccentricity = 1.5 in Stem Weight Seismic Load Design Summary Well Stability Ratios Overturning = 4.88 OK Sliding = 1.51 OK Total Bearing Load = 5,077 lbs ...resultant ecc. = 2.95 in Soil Pressure @ Toe = 1.609 psi OK Soil Pressure @ Heel = 780 psi OK Allowable - 2.000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,954 psi ACI Factored @ Heel = 946 psf Footing Shear @ Toe = 4.5 psi OK Footing Shear @ Heel = 15.5 psi OK Allowable = 76.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,182.5 lbs less 100% Passive Force = - 281.3 lbs less 100% Friction Force = - 1,715.6 Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = ao lbs OK Soil Data Allow Soil Bearing = 2,000.0 psi Equivalent Fluid Pressure Method lied Active Pressure = 42.0 psf/ft Toe Active Pressure = 35.0 psfM Passive Pressure = 250.0 pst/11 Soil Density = 200.00 pd FootingliSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 0.0 k/ft ...Height to Top = 0.00 8 ...I ieight to Bottom = 0.00 ft Kh Weight Multiplier = 0.200 g Toe Width = 1.00 it Heel Width = 3.25 Total Footing Width = 4.25 Footing Thickness .- 12,00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0,00 it fc = 2.000 psi Fy = 60.000 psi Footing Concrete Density = 150.00 pct Min. As % = 0.0018 Cover @ Top = 2.00 in @ Rim, 3.00 in Adjacent Footing Load Adjacent FootIng Load = 0.0 IDS Footing Width = 0.008 Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil = 0.0 8 at Back of Wall Added seismic base force 140.0 lbs Stem Construction Top Stem _- Stem OK Design height ft = 0.00 Wall Material Above'111' = Concrete Thickness = 8.00 Reber Size = F 4 Reber Spacing = 15.00 Reber Placed at = Edge Design Data ----- fb/FB i fa/Fa = 0.843 Total Force @ Section lbs = 1,469.4 Moment.... Actual ft.#= 3.649.8 Moment..... Allowable = 4,330.1 Shear..... Actual psi= 17.8 Shear..... Allowable psi = 76.0 Lap Splice if Above in = 34.88 Lap Splice if Below in = 6.34 Wall Weight 100.0 Reber Depth 'd' In = 6.25 Masonry Data - f'm psi= Fs psi = Solid Grouting = Special Inspection = Modular Ratio'n' _ Shod Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Concrete Data f'c psi = 2,000.0 Fy psi = 60.000.0