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Cantilevered Retaining Wall <br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:SHOTCRETE <br />Project File: santa ana portola.ec6 <br />Project Title: <br />Engineer: <br />Code References <br />0.50 <br />6.67 <br />0.00 <br />6.00 <br />2,000.0 <br />35.0 <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 =33.0 #/ft <br />0.0 <br />546.0 <br />0.0 <br />4.0 <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 =0.00 ft <br />NOT Used To Resist Sliding & Overturning <br />NOT Used for Sliding & Overturning <br />= <br />(Strength Level) <br />= <br />Stem Weight Seismic Load F lbs=Added seismic base force 105.4/ Wpp 0.420 gWeight Multiplier <br />pg026