Laserfiche WebLink
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 = 50.0lbs 2.75 ft 137.5ft-# <br /> Axial Dead Load on Stem = lbs ft ft-# <br /> Soil Over Toe = lbs ft ft-# <br /> Adjacent Footing Load = 181.51bs 2.75 ft 499.1 ft-# <br /> Surcharge Over Toe = lbs ft ft-# <br /> Stem Weight = 1,425.0 lbs 2.00 ft 2,850.0ft-# <br /> Soil Over Heel = 522.5 lbs 2.75 ft 1,436.9ft-# <br /> Footing Weight = 375.01bs 1.50 ft 563.0ft-# <br /> Total Vertical Force = 2,554.0 lbs Moment = 5,486.5ft-# <br /> Net Mom.at Stem/Ftg Interface= -1,655.5 ft-# <br /> Allow.Mom.@ Stem/Ftg Interface= 5,031.9 ft-# <br /> Allow.Mom.Exceeds Applied Mom.? Yes <br /> Therefore Uniform Soil Pressure= 851.3 psf <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Sliding Resistance. <br />