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Cantilevered Retaining Wall <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 <br />Project File: Wood Bridge Plaza.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Code References <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />5.00 <br />0.00 <br />0.00 <br />6.00 <br />2,000.0 <br />40.0 <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 />100.0 Lateral Load =0.0 #/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 psf <br />Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft <br />Used To Resist Sliding & Overturning <br />NOT 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 (Service Level) <br />Live Load (L)= <br />Page 2 <br />2130 E 4th St <br />2/11/2025