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Project Name/Number:0956 foundati <br /> ' Use menu item Settings>Printing&Title Block Title PYATAK Page: 2 <br /> to set these five lines of information Dsgnr: amg Date: 4 DEC 2018 <br /> for your program. Description..,. <br /> 8'CANT <br /> This Wall in File:c:\users\amgah\onedrive\upst8 main\2018(0867-xxx(yellow)\0956 vladimir pyatak- <br /> RetainPro(c)1987-2018, Build 11.18.11.29 <br /> License:KW-06060767 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 <br /> License To:Upstate Enaineering <br /> ___ <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 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: 0.295 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: 1.27 in2/ft #6@ 27.50 in #6@ 55.00 in <br /> Footing Dimensions &Strengths r l Footing Design Results <br /> Toe Width = 2.25 ft Toe Ike <br /> Heel Width = 1.75 Factored Pressure = 1,745 330 psf <br /> Total Footing Width = 4.00 Mu':Upward = 3,745 269 ft-## <br /> Footing Thickness = 14.00 in Mu':Downward = 977 704 ftp# <br /> Mu: Design = 2,767 436 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 10.09 5,10 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 = None Spec'd <br /> fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = None Spec'd <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 1.21 in2 <br /> Min footing T&S reinf Area per foot 0.30 in2 /ft <br /> If one layer of horizontal bars: If two layers of horizontal bars: <br /> #4@ 7.94 in #4@ 15.87 in <br /> #5@ 12.30 in #5@ 24.60 in <br /> #6@ 17.46 in #6@ 34.92 in <br /> Summa of Overturnin• & Resistin• Forces &Moments <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 1,314.4 2,89 3,797.3 Soil Over Heel = 893.8 3.46 3,090.9 <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= 570.0 2.58 1,472.5 <br /> Load @ Stem Above Soil= *Axial Live Load on Stem = 335,0 2.58 865.4 <br /> = Soil Over Toe = 1.13 <br /> Surcharge Over Toe = <br /> Total 1,314.4 O.T.M. 3,797.3 Stem Weight(s) = 800.0 2.58 2,066.7 <br /> Earth @ Stem Transitions= <br /> = = Footing Weight = 700.0 2.00 1,400.0 <br /> Resisting/Overturning Ratio = 2.11 Key Weight = <br /> Vertical Loads used for Soil Pressure= 3,298.8 lbs Vert.Component = <br /> Total= 2,963.8 lbs R.M.= 8,030.1 <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 /> io <br />