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4 <br />Project Name/Number : miles retaini <br />Use menu item Settings > Printing & Title Block Title Miles Retaining Wall Seismic Page: 3 <br />to set these five lines of information Dsgnr: Date: 17 NOV 2022 <br />for your program. Description.... <br />This Wall in File: Q:\2021\2210579\20_STR\NON_CAD\CALCs\Miles Retaining Wall\miles retaining wall.RP <br />Retain Pro (c) 1987-2019, Build 11.20.03.31 <br />License : KW-06057224 <br />License To: AHBL, INC <br />Cantilevered Retaining Wall <br />Code: IBC 2018,ACI 318-14,TMS 402-16 <br />Summary of Overturning & Resisting <br />Forces & Moments <br />.....OVERTURNING..... <br />.....RESISTING..... <br />Force Distance <br />Moment <br />Force Distance <br />Moment <br />Item Ibs ft <br />ft-# <br />Ibs ft <br />ft-# <br />HL Act Pres (ab water tbl) 739.4 2.17 <br />1,602.0 Soil Over HL (ab. water tbl) <br />1,411.7 2.08 <br />2,941.0 <br />HL Act Pres The water tbb <br />Soil Over HL (bel. water tbl) <br />2.08 <br />2,941.0 <br />Hydrostatic Force <br />Buoyant Force = <br />Surcharge over Heel = <br />Surcharge Over Toe = <br />Adjacent Footing Load = <br />Added Lateral Load = <br />Load @ Stem Above Soil = <br />Seismic Earth Load = <br />Total <br />162.5 3.25 528.1 <br />147.9 3.25 480.6 <br />1,049.8 O.T.M. = 2,610.7 <br />Resisting/Overturning Ratio = 1.73 <br />Vertical Loads used for Soil Pressure = 2,680.0 Ibs <br />If seismic is included, the OTM and sliding ratios <br />may be 1.1 per section 1807.2.3 of IBC. <br />Vertical component of active lateral soil pressure IS NOT considered in the <br />calculation of Sliding Resistance. <br />Vertical component of active lateral soil pressure IS NOT considered in the <br />calculation of Overturning Resistance. <br />Watre Table <br />Sloped Soil Over Heel <br />Surcharge Over Heel = <br />183.3 <br />2.08 <br />381.9 <br />Adjacent Footing Load = <br />Axial Dead Load on Stem = <br />* Axial Live Load on Stem = <br />Soil Over Toe = <br />35.0 <br />0.25 <br />8.8 <br />Surcharge Over Toe = <br />Stem Weight(s) = <br />600.0 <br />0.83 <br />500.0 <br />Earth @ Stem Transitions = <br />Footing Weight = <br />450.0 <br />1.50 <br />675.0 <br />Key Weight = <br />Vert. Component = <br />Total = <br />2,680.0 Ibs <br />R.M.= <br />4,506.7 <br />* Axial live load NOT included in total displayed, or used for overturning <br />resistance, but is included for soil pressure calculation. <br />Tilt <br />Horizontal Deflection at Too 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) 0.140 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 />