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Project Name/Number:21114 <br /> Use menu item Settings>Printing&Title Block Title Typ Screen Wall Page: 3 <br /> to set these five lines of information Dsgnr: NW Date: 1 JUN 2021 <br /> for your program. Description.... <br /> Typ CMU Screen Wall <br /> This Wall in File: Y:\Projects 2021\21114-Everett WA Sunbelt Wash Bay\Engineering\Calculations\Oth <br /> RetainPro(c)1987-2019, Build 11.19.10.16 <br /> License:KW-06051442 Cantilevered Retaining Wall Code: IBC 2018,ACI 318-14,TMS 402-16 <br /> License To:ARW ENGINEERS <br /> Summary of Overturning & Resisting Forces & Moments <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-ft lbs ft ft-# <br /> HL Act Pres(ab water tbl) 144.0 1.u0 144.0 Soil Over HL (ab.water tbl) 293.3 2.33 684.4 <br /> HL Act Pres(be water tbl) Soil Over HL (bel.water tbl) 2.33 684.4 <br /> Hydrostatic Force Watre Table <br /> Buoyant Force = Sloped Soil Over Heel = <br /> Surcharge over Heel = Surcharge Over Heel = <br /> Surcharge Over Toe = Adjacent Footing Load = <br /> Adjacent Footing Load = Axial Dead Load on Stem= <br /> Added Lateral Load = 200.0 6.00 1,199.9 *Axial Live Load on Stem = <br /> Load @ Stem Above Soil = Soil Over Toe = 0.50 <br /> = Surcharge Over Toe = <br /> Stem Weight(s) = 704.0 1.33 938.7 <br /> Earth @ Stem Transitions= <br /> Total = 344.0 O.T.M. = 1,343.9 Footing Weight = 450.0 1.50 675.0 <br /> Key Weight = <br /> Resisting/Overturning Ratio = 1.71 Vert.Component = <br /> Vertical Loads used for Soil Pressure= 1,447.3 lbs Total= 1,447.3 lbs R.M.= 2,298.1 <br /> `Axial live load NOT included in total displayed,or used for overturning <br /> resistance, but is included for soil pressure calculation. <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 /> Tilt 1 <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) 0.108 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 />