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• Title North:SRW @ Ram Page <br /> Job# 2 Dsgnr Date: 6 SEP 2018 <br /> Description.... <br /> This Wall in File:\\File\sss\Jobs\s17\s1711\s1711032-View Ridge Community Church\wo 180904 SRW\SR <br /> RetainPro(c)1987.2016, Build 11.16.03.31 <br /> License:KW-06057724 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 <br /> License To:SOUND STRUCTURAL SOLUTIONS,INC <br /> Summary of Overturning &Resisting Forces &Moments I <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 354.4 1.50 531.6 Soil Over Heel = 386.3 2.17 837.6 <br /> Surcharge over Heel = 358.0 2.25 805.4 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 250.8 2.17 543.9 <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= <br /> Load @ Stem Above Soil = *Axial Live Load on Stem = <br /> Seismic Earth Load = 2.25 Soil Over Toe = 110.0 0.50 55.0 <br /> = Surcharge Over Toe = 40.0 0.50 20.0 <br /> Total 712.3 O.T.M. 1,337.0 Stem Weight(s) = 350.0 1.33 466.7 <br /> Earth @ Stem Transitions= <br /> _ = Footing Weight = 400.5 1.34 534.7 <br /> Resisting/Overturning Ratio = 1.84 Key Weight = <br /> Vertical Loads used for Soil Pressure= 1,537.6 lbs Vert.Component = <br /> Total= 1,537.6 lbs R.M.= 2,457.8 <br /> If seismic is included,the OTM and sliding ratios *Axial live load NOT included in total displayed,or used for overturning <br /> be 1.1 per section 1807.2.3 of IBC 2009 or IBC 201 resistance,but is included for soil pressure calculation. <br /> Vertical component of active lateral soil pressure IS considered in the <br /> calculation of Sliding Resistance. <br /> Vertical component of active lateral soil pressure IS considered in the <br /> calculation of Overturning Resistance. <br /> Tilt 1 <br /> -u <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 /> 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 /> (� f <br />