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• <br /> Use menu item Settings>Printing&Title Block Title GOODMAN/CHACON Page : 2 <br /> to set these five lines of information Job# 7858 : Dsgnr: CHRIS Date: 19 JAN 2017 <br /> for your program. Description.... <br /> This Wall in File:C:\Users\Chris\Desktop\retain pro.RPX <br /> RetainPro(c)1987-2015, Build 11.15.12.22 <br /> License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,AC1 318 11,AC1 530-11 <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Footing Dimensions &Strengths Footing Design Results <br /> Toe Width = 1.25 ft Toe Heel <br /> Heel Width = 1.00 Factored Pressure = 1,089 592 psf <br /> Total Footing Width = 2.25 Mu': Upward = 779 34 ft-# <br /> Footing Thickness = 10.00 in Mu': Downward = 169 43 ft-# <br /> Mu: Design = 610 9 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 7.02 0.53 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #4© 12.00 in <br /> fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = #4 @ 16.00 in <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd <br /> Min.As% = 0.0018 Other Acceptable Sizes&Spacings <br /> Cover @ Top 2.00 ©Btm= 3.00 in Toe: Not req'd: Mu<phi"5"lambda"sgrt(fc)"Sm <br /> Heel: Not req'd:Mu <phi"5"lambda"sgrt(fc)"Sm <br /> Key: No key defined <br /> Summa of Overturnin• & Resistin• Forces & Moments hearJ <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 328.6 1.44 474.7 Soil Over Heel = 128.3 2.08 267.4 <br /> Surcharge over Heel = 137.9 2.17 298.7 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 33.3 2.08 69.4 <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= 200.0 1.58 316.7 <br /> Load @ Stem Above Soil= *Axial Live Load on Stem = 400.0 1.58 633.3 <br /> = Soil Over Toe = 0.63 <br /> Surcharge Over Toe = <br /> Stem Weight(s) 400.0 1.58 633.3 <br /> Total 466.5 O.T.M. 773.4 Earth @ Stem Transitions= <br /> = = Footing Weighs = 281.3 1.13 316.4 <br /> Resisting/Overturning Ratio = 2.07 Key Weight = <br /> Vertical Loads used for Soil Pressure= 1,442.9 lbs Vert.Component = _ <br /> Total= 1,042.9 lbs R.M.= 1,603.2 <br /> *Axial live load NOT included in total displayed, or used for overturning <br /> resistance, but is included for soil pressure calculation. <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Sliding Resistance. <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Overturning Resistance. <br /> - Tilt :`; <br /> Horizontal Deflection at Top of Wall due to settlement of soil <br /> (Deflection due to wall bending not considered) <br /> Soil Spring Reaction Modulus 250.0 pci <br /> Horizontal Defl @ Top of Wall(approximate only) 0.041 in <br /> The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, <br /> because the wall would then tend to rotate into the retained soil. <br /> t /°/ <br />