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' •Use'menu item Settings>Printing&TitIek Title SIDHU Page: 2 <br /> to set these five lines of information Job# 7945 : Dsgnr: CHRIS Date: 8 AUG 2017 <br /> for your program. Description.... <br /> This Wall in File:d:\sda archive\retainpro\7945.RPX <br /> RetainPro(c)1987-2015, Build 11.15.12.22 <br /> License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,ACI 318-11,ACI 530-11 <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Footing Dimensions&Strengths I Footing Design ResultsII <br /> Toe Width = 1.00 ft Toe Heel <br /> Heel Width = 1.00 Factored Pressure = 1,506 957 psf <br /> Total Footing Width = 2.00 Mu':Upward = 707 0 ft-# <br /> Footing Thickness = 10.00 in Mu':Downward = 116 42 ft-# <br /> Mu: Design = 591 42 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 6.99 2.80 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 = #5 @ 17.22 in <br /> fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = #4 @ 18.00 in <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd <br /> Min.As% = 0.0018 <br /> Cover©Top 2.00 @ Btm. 3.00 in Other Acceptable Sizes&Spacings <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: No key defined <br /> ,Summary of Overturning & Resisting Forces& Moments <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 1.83 235.3 <br /> Surcharge over Heel = 124.1 2.17 268.9 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 30.0 1.83 55.0 <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= 441.0 1.33 588.0 <br /> Load @ Stem Above Soil= *Axial Live Load on Stem = 595.0 1.33 793.3 <br /> = Soil Over Toe = 0.50 <br /> Surcharge Over Toe = 10.0 0.50 5.0 <br /> Total 452.7 O.T.M. 743.5 Stem Weight(s) = 400.0 1.33 533.3 <br /> Earth @ Stem Transitions= <br /> _ = Footing Weight = 250.0 1.00 250.0 <br /> Resisting/Overturning Ratio = 2.24 Key Weight = <br /> Vertical Loads used for Soil Pressure= 1,854.3 lbs Vert.Component = <br /> Total= 1,259.3 lbs R.M.= 1,666.6 <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 /> I <br /> -1 <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) 0.063 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 /> 0 <br />