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Cantilevered Retaining Wall <br />LIC# : KW-06020349, Build:20.24.03.04 Ramirez Structural Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:W1 <br />Project File: 24-111 4621 W 1ST ST.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 />=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 />= <br />= <br />= <br />183.3 1.67 305.5= <br />= <br />= <br />Stem Weight(s) <br />= <br />756.0 3.67 2,771.7 <br />Earth @ Stem Transitions <br />=Footing Weight <br />= <br />1,199.9 2.00 2,399.6 <br />Key Weight <br />= <br />Added Lateral Load <br />lbs <br />=2,095.4 <br />Vert. Component <br />Total <br />= <br />2,139.2 <br />276.5 7.25 2,004.3 <br />5,476.9 <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 />=385.8 O.T.M. <br />= <br />Resisting/Overturning Ratio =2.61 <br />Vertical Loads used for Soil Pressure =2,187.5 lbs <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 />0.0 4.00 <br />4.00 <br />0.0 <br />0.0 <br />Water Table <br />Buoyant Force = <br />HL Act Pres (ab water tbl) <br />HL Act Pres (be water tbl) <br />109.4 0.83 91.1 <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)0.061 in <br />because the wall would then tend to rotate into the retained soil. <br />HOLD- 4621 W First <br />St12/19/2024