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Use menu item Settings>Printing&Title Block Title Page: 2 <br /> to set these five lines of information Job# Dsgnr: 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 11.95.12.22 <br /> License:KW-06060593 CantileveredRetaining Wall Code: IBC 2012,ACI 318-11,ACI 530-11 <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Footing Dimensions&Strengths Footing Design Results111 <br /> Toe Width = 2.25 ft Toe Heel <br /> Heel Width = 2.50 Factored Pressure = 1,785 464 psf <br /> Total Footing Width = 4.75 Mu': Upward = 3,991 1,066 ft-# <br /> • Footing Thickness = 14.00 in Mu':Downward = 699 2,286 ft-# <br /> Mu: Design = 3,293 1,220 ft-# <br /> Key Width = 8.00 in Actual 1-Way Shear = 14.14 8.52 psi <br /> Key Depth = 14.00 in Allow 1-Way Shear = 75.00 75.00 psi <br /> Key Distance from Toe = 2.25 ft Toe Reinforcing = #5 @ 14.00 in <br /> fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = #5©18.00 in <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = #5© 18.00 in <br /> Min.As% = 0.0018 Other Acceptable Sizes&Spacings <br /> Cover @ Top 2.00 @ Btm.= 3.00 in <br /> 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: #4@ 13.89 in,#5@ 21.53 in,#6@ 30.56 in,#7@ 41.67 in, <br /> Summa of Overturnin• & Resistin• Forces & Moments <br /> -,, a . .,,fry > • ,t ..� ,; .u. ;.r..,< � <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 1,314.4 2.89 3,797.3 Soil Over Heel = 1,512.5 3.83 5,797.9 <br /> Surcharge over Heel = 275.8 4.33 1,194.9 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 183.3 3.83 702.8 <br /> Adjacent Footing Load = Adjacent Footing Load <br /> Added Lateral Load = Axial Dead Load on Stem= 200.0 2.58 516.7 <br /> Load©Stem Above Soil= "Axial Live Load on Stem = 400.0 2.58 1,033.3 <br /> = Soil Over Toe = 1.13 <br /> Surcharge Over Toe = <br /> Total 1,590.2 O.T.M. 4,992.2 Stem Weight(s) = 800.0 2.58 2,066.7 <br /> Earth @ Stem Transitions= 275.0 3.08 847.9 <br /> _ = Footing Weight = 831.3 2.38 1,974.2 <br /> Resisting/Overturning Ratio = 2.45 Key Weight = 116.7 2.58 301.4 <br /> Vertical Loads used for Soil Pressure= 4,318.8 lbs Vert. Component = <br /> Total= 3,918.8 lbs R.M.= 12,207.6 <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 /> • LTilt <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) 0.068 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 />