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Project Name/Number:7673-220426 <br /> RetainPro(c)1987-2019, Build 11.20.03.31 <br /> License:KW-06060593 Restrained Retaining Wall Code: IBC 2018,ACI 318-14,TMS 402-16 <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Summary of Forces on Footing : Slab RESISTS sliding, stem is PINNED at footing <br /> Forces acting on footing soil pressure <br /> (taking moments about front of footing to find eccentricity) <br /> Surcharge Over Heel = 83.5lbs 2.58 ft 215.9ft-# <br /> Axial Dead Load on Stem = lbs ft ft-# <br /> Soil Over Toe = lbs ft ft-# <br /> Adjacent Footing Load = 303.2 lbs 2.58 ft 783.6ft-# <br /> Surcharge Over Toe = lbs ft ft-# <br /> Stem Weight = 886.7Ibs 1.83 ft 1,625.6ft-# <br /> Soil Over Heel = 872.91bs 2.58 ft 2,255.9ft-# <br /> Footing Weight = 375.31bs 1.50 ft 563.8ft-# <br /> Total Vertical Force = 2,521.61bs Moment = 5,444.7ft-# <br /> Net Mom.at Stem/Ftg Interface= -1,659.8 ft-# <br /> Allow.Mom.@ Stem/Ftg Interface= 6,404.7 ft-# <br /> Allow.Mom.Exceeds Applied Mom.? Yes <br /> Therefore Uniform Soil Pressure= 840.0 psf <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Sliding Resistance. <br />