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Project Name/Number: retain pro <br /> Use menu item Settings>Printing&Title Block Title 9649: Page: 2 <br /> to set these five lines of information Dsgnr: chris Date: 15 SEP 2022 <br /> for your program. Description... <br /> This Wall in File:C:\Users\Chris\Desktop\retain pro.RPX <br /> RetainPro(c)1987.2018, Build 11.18.12.04 <br /> License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2018,ACI 318-14,TMS 402-16 <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Concrete Stem Rebar Area Details <br /> Bottom Stem Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0 0225 in2/ft <br /> (4/3)*As: 0.03 in2/ft Min Stem T&S Reinf Area 0.720 in2 <br /> 200bd/fy:200(12)(6 25)/40000: 0 375 in2/ft N1in Stem T&S Reinf Area per ft of stem Height:0.192 in2/ft <br /> 0.0018bh:0.0018(12)(8): 0.1728 in2/ft Horizontal Reinforcing Options: <br /> -- One layer of: Two layers of: <br /> Required Area: 0.1728 in2/ft #4@ 12.50 in #4@ 25 00 in <br /> Provided Area: 0 2 in2/ft #5@ 19.38 in #5@ 38 75 in <br /> Maximum Area 1 27 in2/ft #6@ 27.50 in #6@ 55.00 in <br /> j Footing Dimensions &Strengths J Footing Design Results <br /> Toe Width = 0.75 ft Toe Heel <br /> Heel Width = 1.00 Factored Pressure = 1,326 1,078 psf <br /> Total Footing Width = 1.75 Mu': Upward = 363 0 ft-# <br /> Footing Thickness = 10.00 in Mu': Downward = 79 34 ft-# <br /> Mu: Design = 284 34 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 2 19 2.13 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 40.00 40 00 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 9.99 in <br /> fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = #4 @ 9.99 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 /> Min footing T&S reinf Area 0 38 in2 <br /> Min footing T&S reinf Area per foot 0 22 in2 rft <br /> If one layer of horizontal bars: If two layers of horizontal bars: <br /> #4@ 11.11 in #4@ 22.22 in <br /> #5@ 17.22 in #5@ 34.44 in <br /> #6@ 24 44 in #6@ 48.89 in <br /> Summa of Overturnin 0 & Resistin• Forces& Moments Asommaimiimummanum.;,...a 5 .. <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 1.58 203.2 <br /> Surcharge over Heel = Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= 750.0 1 08 812 5 <br /> Load©Stem Above Soil= *Axial Live Load on Stem = 500.0 1.08 541 7 <br /> Soil Over Toe = 0.38 <br /> Surcharge Over Toe = 30.0 0 38 11 3 <br /> Total 328.E O.T.M. 474.7 Stem Weight(s) = 375.0 1.08 406.3 <br /> Earth @ Stem Transitions= <br /> = Footing Weight = 218 8 0.88 191.4 <br /> Resisting/Overturning Ratio = 3.42 Key Weight = <br /> Vertical Loads used for Soil Pressure= 2,002.1 lbs Vert. Component = <br /> Total= 1,502 1 lbs R.M.= 1,624 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 /> 1C.3, 135 <br />