Laserfiche WebLink
Cantilevered Retaining Wall <br />LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 <br />Project File: FISCHER FLORIA CELL SITE.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Summary of Overturning & Resisting Forces & Moments <br />.....RESISTING..........OVERTURNING..... <br />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 />= <br />= <br />0.88= <br />= <br />= <br />Stem Weight(s) <br />= <br />672.0 2.08 1,400.0 <br />Earth @ Stem Transitions <br />=Footing Weight <br />= <br />700.0 1.75 1,225.0 <br />Key Weight <br />= <br />1.50 <br />Added Lateral Load <br />lbs <br />=1,577.0 <br />Vert. Component <br />Total <br />= <br />1,372.0 <br />249.0 6.33 1,577.0 <br />2,625.0 <br />* Axial live load NOT included in total displayed, or used for overturning <br />resistance, but is included for soil pressure calculation. <br />Total = R.M. <br />=249.0 O.T.M. <br />= <br />Resisting/Overturning Ratio =1.66 <br />Vertical Loads used for Soil Pressure = 1,372.0 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 />Soil Over HL (ab. water tbl) <br />Soil Over HL (bel. water tbl) <br />Water Table <br />Buoyant Force = <br />HL Act Pres (ab water tbl) <br />HL Act Pres (be water tbl) <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) 0.076 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. <br />Page 7 of 26 <br />Fisher Floral