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-11 L-`t iq_ <br /> Project Name/Number:0956 foundati <br /> , Use menu item Settings>Printing&Title Block Title PYATAK <br /> to set these five lines of information Page: 2 <br /> Descr: amg Date: 4 DEC 2018 <br /> for your program. Description.... <br /> 6'CANT <br /> This Wall in File:c:\users\amgah\onedrive\upst8 main\2018(0867-xxxx yellow)10956 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 Engineering <br /> Concrete Stem Rebar Area Details <br /> Bottom Stem Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0.0873 in2/ft <br /> (4/3)*As: 0.1164 in2/ft Min Stem T&S Reinf Area 1.152 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: 0.1728 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 /> Footing Dimensions &Strengths 1 Footing Design Results <br /> Toe Width = 1.50 ft Toe Heel <br /> Heel Width = 1.50 Factored Pressure = 1,304 608 psf <br /> Total Footing Width = 3.00 Mu':Upward = 1,337 234 ft-# <br /> Footing Thickness = 10.00 in Mu':Downward = 293 304 ft-# <br /> Key Width = 0.00 in Mu: Design = 1,044 71 ft-# <br /> Key Depth = 0.00 in Actual 1-Way Shear = 8.95 1.49 psi <br /> Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 40.00 40,00 psi <br /> 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 <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 /> Min footing T&S reinf Area 0.65 in2 <br /> Min footing T&S reinf Area per foot 0.22 in2 fit <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 /> Summar/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 = 701.9 2.11 1,481.9 Soil Over Heel = 504.2 2.58 <br /> Surcharge over Heel - 1,302.4 <br /> = <br /> 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= <br /> Load @ Stem Above Soil= 335.0 1,831,045,0 <br /> = *Axial Live Load on Stem = 335.0 1.8.83 614.2 <br /> Soil Over Toe = 0.75 <br /> Surcharge Over Toe = <br /> Stem Weight(s) = 600.0 1.83 1,100,0 <br /> Total 701,9 O.T.M. 1,481.9 <br /> Earth @ Stem Transitions= <br /> Footing Weighs = 375.0 1.50 562.5 <br /> Resisting/Overturning Ratio = 2.71 Key Weight = <br /> Vertical Loads used for Soil Pressure= 2,384.2 lbs Vert.Component - <br /> Total= 2,049.2 lbs R.M.= 4,009.9 <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. i <br /> V i <br />