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Title 7523 Broadway Page: <br /> UtDISTATE witreer Job# 0575 Dsgnr: amg Date: 19 MAY 2016 <br /> Description... <br /> LOWER FLOOR RESISTED <br /> 1 V' <br /> This Wall in File:C:\Users\Andy\Documents\UPST8 MAIN\2015(0471-0579)\0575 Adair Enterprises-Plan <br /> RetainPro(c)1987-2015, Build 11.15.11.3 <br /> License:KW-06060767 Restrained Retaining Wall Design Code: IBC 2012ACI 318-1 1,ACI 530-11 <br /> License To : Upstate Engineering <br /> Footing Strengths &Dimensions Footing Design Results <br /> Toe Width = 0.42 ft loe eel <br /> Heel Width = 1.08 Factored Pressure = 1,796 1,135 psf <br /> Total Footing Widtl- = 1.50 Mu': Upward = 151 104 ft-# <br /> Footing Thickness = 10.00 in Mu': Downward = 13 89 ft-# <br /> Key Width = 0.00 in Mu: Design = 138 -15 ft-# <br /> Key Depth = 0.00 in Actual 1-Way Shear = 0.24 0.95 psi <br /> Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 75.00 75.00 psi <br /> f'c = 2,500 psi Fy = 40,000 psi <br /> Footing Concrete Density = 150.00 pcf <br /> Min.As% = 0.0018 <br /> Cover @ Top = 2.00 in @ Btm.= 3.00 in <br /> Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing <br /> Forces acting on footing for overturning,sliding, &soil pressure <br /> Lateral Distance Moment Vertical Lateral Distance Moment <br /> Overturning Moments... lbs ft ft-# Resisting Moments... lbs lbs ft ft-# <br /> Stem Shear @ Top of Footing = -210.0 0.83 -175.0 Surcharge Over Heel = 20.8 1.29 26.9 <br /> Heel Active Pressure = -200.4 0.41 -81.8 Adjacent Footing Load <br /> Sliding Force = 41-0.4 Axial Dead Load on Stem = 580.0 0.75 435.0 <br /> Overturning Moment = -256.8 Soil Over Toe <br /> Stem Weight 650.0 <br /> Footing Overturning Stability Ratio 142.78 Surcharge Over Toe 0.75 487.5 <br /> Net Moment Used For Soil Pressure Calculations 96.6 ft-# Soil Over Heel = 275.0 1.29 355.2 <br /> Footing Weight = 187.5 0.75 140.6 <br /> Net Mom.at Stem/Ftg Interface= 96.6 ft-# Total Vertical Force = 1,713.3 lbs <br /> Allow. Mom.@ Stem/Ftg Interface= 1,715.0 ft-# Resisting Moment = 1,445-2 <br /> Allow.Mom. Exceeds Applied Mom.? Yes <br /> Therefore Uniform Soil Pressure= 1,142.2 psf <br /> Vertical component of active lateral soil pressure IS considered in the <br /> calculation of Sliding Resistance. <br />