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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:NEW WALL 7 FT <br />Project File: santa ana portola.ec6 <br />Project Title: <br />Engineer: <br />Summary of Overturning & Resisting Forces & Moments <br />.....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment <br />Item <br />Force <br />ft-#lbs ftft ft-# <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 =105.0 1.50 157.4 <br />=127.0 1.50 190.4* Axial Live Load on Stem <br />= <br />164.4 <br />= <br />= <br />64.1 0.58 37.4= <br />= <br />= <br />Stem Weight(s)4.59 753.9Seismic Stem Self Wt = <br />559.3 1.50 838.5 <br />Earth @ Stem Transitions <br />=Footing Weight <br />= <br />524.4 1.75 916.7 <br />Key Weight <br />= <br />Added Lateral Load <br />lbs <br />=773.6 <br />Vert. Component <br />Total <br />= <br />1,344.3 2,193.7 <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 />=203.8 O.T.M. <br />= <br />Resisting/Overturning Ratio =2.84 <br />Vertical Loads used for Soil Pressure =1,361.7 lbs <br />If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. <br />Vertical component of active lateral soil pressure IS NOT considered in <br />the calculation of Sliding Resistance. <br />Vertical component of active lateral soil pressure IS NOT considered in <br />the calculation of Overturning Resistance. <br />91.5 2.66 <br />2.66 <br />243.7 <br />243.7 <br />Water Table <br />Buoyant Force = <br />HL Act Pres (ab water tbl) <br />HL Act Pres (be water tbl) <br />39.4 0.50 19.7 <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)0.051 in <br />because the wall would then tend to rotate into the retained soil. <br />pg043