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I Project Name/Number: 17659 South <br /> Title Hangar Trench RTW Page. 3 <br /> Dsgnr. Date 14 JAN 204Q <br /> Description.... <br /> IThis Wall in File.P:\17600\17659\Calculations\Structural\PIW South\17659 South RPX <br /> RetainPro(c)1987-2018, Build 11.18.09.29 <br /> License:KW-06064257 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 <br /> License To:Sitts&Hill Engineers,inc. <br /> Summary of Forces on Footing : Slab RESISTS sliding, stem is FIXED at footing 1 <br /> Forces acting on footing for soil pressure >>>Sliding Forces are restrained by the adjacent slab <br /> I Load&Moment Summary For Footing: For Soil Pressure Calcs <br /> Moment @ Top of Footing Applied from Stem = 2,454.0 ft-# <br /> Surcharge Over Heel = lbs 3.00 ft ft-# <br /> Adjacent Footing Load = lbs ft ft-# <br /> I Axial Dead Load on Stem = lbs ft ft-# <br /> Soil Over Toe = lbs ft ft-# <br /> Surcharge Over Toe = lbs ft ft-# <br /> I Stem Weight = 300.0 lbs 2.50 ft 750.0 ft-# <br /> Soil Over Heel lbs 3.00 ft ft-# <br /> Footing Weight = 450.O lbs 1.50 ft 675.0 ft-# <br /> Total Vertical Force = 11,658 0 lbs Base Moment = 3,879 0 ft-# <br /> ISoil Pressure Resulting Moment= 0.17t-# <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Sliding Resistance. <br /> I <br /> I <br /> 1 <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br />