Laserfiche WebLink
Title FEDERAL AVE RESIDENCE-EVERETT Pagtge 4 of 5 <br /> Job# 22082 Dsgnr: MALLIKA Date: JUL 31,2023 <br /> Description.... <br /> This Wall in File:CAUSERS\BASRI\BOX\CURRENT Ill <br /> RetainPro Version 6.0 Cantilevered Retaining Wall Design <br /> Build Date:10-SEP-2001,(c)1989-2001 <br /> Summary of Overturning & Resisting Forces & Moments <br /> .....OVERTURNING..... .....RESISTING..... <br /> Force Distance Moment Force Distance Moment <br /> Item Ibs ft ft-# Ibs ft ft-# <br /> Heel Active Pressure = 507.5 1.78 904.2 Soil Over Heel = 416.7 1.83 763.9 <br /> Toe Active Pressure = -48.6 0.56 -27.0 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 41.7 1.83 76.4 <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= 0.00 <br /> Load @ Stem Above Soil= Soil Over Toe = 62.5 0.38 23.4 <br /> Surcharge Over Toe <br /> Stem Weight(s) = 400.0 1.08 433.3 <br /> Total = 458.9 O.T.M. = 877.2 Earth @ Stem Transitions <br /> Resisting/Overturning Ratio = 1.91 Footing Weighl = 337.5 1.13 379.7 <br /> Vertical Loads used for Soil Pressure= 1,258.3 Ibs Key Weight = <br /> Vert.Component <br /> Vertical component of active pressure NOT used for soil pressure Total= 1,258.3 Ibs R.M.= 1,676.7 <br />