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Cantilevered Retaining Wall <br />LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Trash Enclosure Wall ecc Ftg <br />Project File: Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Code References <br />Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 <br />1.00 <br />5.67 <br />0.00 <br />12.00 <br />1,500.0 <br />1.0 <br />0.0 <br />250.0 <br />Criteria Soil Data <br />Retained Height =ft <br />Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall <br />Height of Soil over Toe in <br />Water table above <br />=ft = <br />= <br />110.00=pcf <br />= <br />Soil Density, Heel <br />= <br />Passive Pressure =psf/ft <br />Allow Soil Bearing =psf <br />Soil Density, Toe 110.00 pcf <br />Footing||Soil Friction =0.400 <br />Soil height to ignore <br />for passive pressure =12.00 in <br />Equivalent Fluid Pressure Method <br />bottom of footing <br />Surcharge Loads Adjacent Footing Load <br />Load Type <br />0.0 Lateral Load =30.0 #/ft <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Axial Load Applied to Stem <br />Wall to Ftg CL Dist =0.00 ft <br />Wind on Exposed Stem psf0.0= <br />Lateral Load Applied to Stem <br />Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs <br />Axial Dead Load <br />(Strength Level) <br />=lbs <br />Footing Type Spread Footing <br />Surcharge Over Toe <br />Footing Width =0.00 ft...Height to Top =6.67 ft Eccentricity =0.00 in...Height to Bottom =1.00 ft <br />Used To Resist Sliding & Overturning <br />Used for Sliding & Overturning <br />==0.0 ft <br />Axial Live Load = <br />Base Above/Below Soil <br />lbs <br />= <br />Axial Load Eccentricity ==Poisson's Ratio 0.300 <br />at Back of Wall <br />in (Strength Level) <br />Seismic (E)= <br />Page 2 of 10 <br />1128 W Highland St <br />3/27/2025