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Cantilevered Retaining Wall <br />LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 <br />Project File: FISCHER FLORIA CELL SITE.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Code References <br />Calculations per IBC 2021, ACI 318-19, TMS 402-16 <br />8.00 <br />0.00 <br />0.00 <br />6.00 <br />1,500.0 <br />0.0 <br />0.0 <br />0.0 <br />Criteria Soil Data <br />Retained Height =ft <br />Wall height above soil = ft Active Heel Pressure = psf/ft <br />Slope Behind Wall <br />Height of Soil over Toe in <br />Water table above <br />=ft <br />= <br />= <br />0.00= pcf <br />= <br />Soil Density, Heel <br />= <br />Passive Pressure = psf/ft <br />Allow Soil Bearing = psf <br />Soil Density, Toe 0.00 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 = 249.0 #/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 />(Service Level) <br />=lbs <br />Footing Type Spread Footing <br />Surcharge Over Toe <br />Footing Width = 0.00 ft...Height to Top = 5.50 ft <br />Eccentricity = 0.00 in...Height to Bottom = 4.50 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 <br />(Strength Level) <br />Seismic (E)= <br />Page 4 of 26 <br />Fisher Floral