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Cantilevered Retaining Wall <br />LIC# : KW-06014996, Build:20.24.05.02 Gerry Adriano (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:8 ft high wall_L Type Ftg <br />Project File: Bristol_better buzz.ec6 <br />Project Title:Better Buzz_Bristol <br />Engineer: <br />Project ID: <br />Project Descr:Retaining Wall <br />Summary of Overturning & Resisting Forces & Moments <br />.....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment <br />Item <br />Force <br />ft-#lbs ftft ft-#lbs <br />Sloped Soil Over Heel <br />=Surcharge over Heel <br />= <br />Surcharge Over Heel <br />= <br />= <br />Adjacent Footing Load <br />=Adjacent Footing Load <br />Axial Dead Load on Stem = <br />=* Axial Live Load on Stem <br />Soil Over Toe <br />Surcharge Over Toe <br />Surcharge Over Toe <br />Load @ Stem Above Soil <br />= <br />85.0 6.83 580.8 <br />= <br />= <br />= <br />= <br />= <br />Stem Weight(s) <br />=Earth @ Stem Transitions <br />=Footing Weight <br />= <br />1,000.0 2.50 2,500.0 <br />Key Weight <br />= <br />Added Lateral Load <br />lbs <br />=1,191.1 <br />Vert. Component <br />Total <br />= <br />2,430.0 6,551.7 <br />* Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. <br />Total =R.M. <br />=507.5 O.T.M. <br />= <br />Resisting/Overturning Ratio =5.50 <br />Vertical Loads used for Soil Pressure =2,586.9 lbs <br />Vertical component of active lateral soil pressure IS NOT considered in the <br />calculation of Sliding Resistance. <br />Vertical component of active lateral soil pressure IS NOT considered in the <br />calculation of Overturning Resistance. <br />Soil Over HL (ab. water tbl) <br />Soil Over HL (bel. water tbl) <br />1,430.0 2.83 <br />2.83 <br />4,051.7 <br />4,051.7 <br />Water Table <br />Buoyant Force = <br />HL Act Pres (ab water tbl) <br />HL Act Pres (be water tbl) <br />422.5 1.44 610.3 <br />Hydrostatic Force <br />Tilt <br />Horizontal Deflection at Top of Wall due to settlement of soil <br />(Deflection due to wall bending not considered) <br />Soil Spring Reaction Modulus 250.0 pci <br />Horizontal Defl @ Top of Wall (approximate only)0.029 in <br />The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, <br />because the wall would then tend to rotate into the retained soil.