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• <br /> . t <br /> Project Name/Number: retain pro <br /> Use menu item Settings>Printing&Title Block Title 9649-8' 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 2012,ACI 318-11,AC1 530-11 <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): 0.2213 in2/ft <br /> (4/3)'As: 0.295 in2/ft Min Stem T&S Reinf Area 1 536 in2 <br /> 200bd;fy:200(12)(6.25)/40000: 0.375 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0 192 in2ift <br /> 0-0018bh:0.0018(12)(8): 0.1728 in2/ft Horizontal Reinforcing Options: <br /> --- One layer of: Two layers of: <br /> Required Area . 0 295 in2/ft #4@ 12.50 in #4@ 25.00 in <br /> Provided Area; 0.3 in2/ft #5@ 19.38 in #5@ 38.75 in <br /> Maximum Area i 1.27 in2/ft #6@ 27.50 in #6@ 55.00 in <br /> Footing Dimensions & Strengths I Footing Design Resufts <br /> a <br /> Toe Width = 1.50 ft Toe Heel <br /> Heel Width = 2 00 Factored Pressure = 2.787 401 psf <br /> Total Footing Width = 3.50 Mu': Upward = 2.752 0 ft-# <br /> Footing Thickness = 12 00 in Mu': Downward = 349 1,040 ft-# <br /> Mu: Design = 2,403 1,040 ft-# <br /> Key Width = 0 00 in Actual 1-Way Shear = 14.41 13 00 psi <br /> Key Depth = ^.'.00 in Allow 1-Way Shear = 40.00 40.00 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 8.99 in <br /> c: = 2,500 psi Fy = 40,000 psi Heel Reinforcing = #4 @ 8.99 in <br /> Footing Concrete Density = 150 00 pcf Key Reinforcing = None Spee'd <br /> Mir, As% = 0.0018 Other Acceptable Sizes&Spacings <br /> hover @ Top 2.00 ©Btm: 3 00 in <br /> Toe: Not req'd:Mu<phi'S"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 0.91 in2 <br /> Min footing T&S reinf Area per foot 0 26 in2 /ft <br /> If one layer of horizontal bars: If two layers of horizontal bars: <br /> #4© 9-26 in #4@ 18.52 in <br /> #5@ 14 35 in #5@ 28.70 in <br /> #6@ 20.37 in #6@ 40.74 in <br /> Summary of Overturning & ResisZig Forces & Moments <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 1,264.4 2 83 3.582,4 Soil Over Heel = 1.100.0 2 83 3,116 7 <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= 1,500 0 1.83 2.750.0 <br /> Load @ Stem Above Soil= "Axial Live Load on Stem = 1,000.0 1.83 1.833 3 <br /> Soil Over Toe = 0.75 <br /> Surcharge Over Toe = 60.0 0 75 45 0 <br /> Total 1,264.4 O.T.M. 3.582.4 <br /> Stem Weight(s) = 800 0 1 83 1,466 7 <br /> Earth @ Stem Transitions= <br /> = = Footing Weigh = 525.0 1.75 918 8 <br /> Resisting/Overturning Ratio = 2.32 Key Weight = <br /> Vertical Loads used for Soil Pressure= 4,985 0 lbs Vert.Component = <br /> Total= 3,985.0 lbs R.M.= 8,297 1 <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 /> 21-7 I SS <br />