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Project Name/Number:0956 foundati � � n Use menu item Settings>Printing&Title Block Title PYATAK Page: 2 to set these five lines of Information Dsgnr: amg Date: 4 DEC 2018 for your program. Description..,. 4'CANT This Wall in File:c:\users\amgah\onedrive\upst8 main\2018(0867-xxxx yellow)\0956 vladimir pyatak- RetainPro(c)1987-2018, Build 11.18.11.29 License:KW-06060767 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:Upstate En sineering Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.0225 in2/ft (4/3)*As: 0.03 in2/ft Min Stem T&S Reinf Area 0.768 in2 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 0.0018bh:0.0018(12)(8): 0.1728 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1728 in2/ft #4@ 12.50 in #4@ 25.00 in Provided Area: 0.2 in2/ft #5@ 19.38 in #5@ 38.75 in Maximum Area: 1.27 in2/ft #6@ 27.50 in #6@ 55.00 in Footing Dimensions&Strengths r L Footing Design Results Toe Width = 0.58 ft Tic g Heel Heel Width = 1.25 Factored Pressure = 1,690 449 psf Total Footing Width = 1.83 Mu':Upward = 265 99 ft-# Footing Thickness = 9.00 in Mu':Downward = 38 102 ft-# Mu: Design = 227 3 ft-# Key Width = 0.00 in Actual 1-Way Shear = 2.07 0.35 psi Key Depth = 0.00 in Allow 1-Way Shear = 40.00 40.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = None Spec'd fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min.As% = 0.0018 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Heel:Not req'd:Mu<phi*5*lambda*sgrt(fc)*Sm Key: No key defined Min footing T&S reinf Area 0.36 in2 Min footing T&S reinf Area per foot 0.19 in2 /ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 12.35 in #4@ 24.69 in #5@ 19.14 in #5@ 38.27 in #6@ 27,16 in #6@ 54.32 in _Summary of Overturning Resistin Forces &Moments imassill OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 316.1 1.42 447.8 Soil Over Heel = 224.5 1.54 346.1 Surcharge over Heel = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 570.0 0.92 522.4 Load @ Stem Above Soil= *Axial Live Load on Stem = 335.0 0.92 307.0 = Soil Over Toe = 0,29 Surcharge Over Toe = Total 316.1 O.T.M. 447.8 Stem Weight(s) = 400.0 0.92 366.6 Earth @ Stem Transitions= _ = Footing Weigh = 206.2 0.92 189.0 Resisting/Overturning Ratio = 3.18 Key Weight = Vertical Loads used for Soil Pressure= 1,735,7 lbs Vert.Component = 1.83 Total= 1,400.7 lbs R.M.= 1,424.1 *Axial live load NOT included in total displayed,or used for overturning resistance,but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS considered in the i''''''' calculation of Overturning Resistance, I