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II) Title 4'SRW @ Ramp Page:.2� <br /> Job# 1 Dsgn� Date: 6 SEP 2018 <br /> Description.... <br /> This Wall in File:\\File\sss\Jobs\s17\s1711\s1711032-View Ridge Community Church\wo 180904 SRW\SR <br /> RetainPro(c)1987-2016, Build 11.16.03.31 <br /> License:KW-06057724 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACl 530-13 <br /> License To:SOUND STRUCTURAL SOLUTIONS, INC <br /> Concrete Stem Rebar Area Details <br /> 2nd Stem Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0.0388 in2/ft <br /> (4/3)*As: 0.0517 in2/ft Min Stem T&S Reinf Area 0.922 in2 <br /> 200bd/fy:200(12)(5.5)/60000: 0.22 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.240 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@ 10.00 in #4@ 20.00 in <br /> Provided Area: 0.2 in2/ft #5@ 15.50 in #5@ 31.00 in <br /> Maximum Area: 0.7451 in2/ft #6@ 22.00 in #6@ 44.00 in <br /> Bottom Stem Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0.0646 in2/ft - <br /> (4/3)*As: 0.0861 in2/ft Min Stem T&S Reinf Area 0.199 in2 <br /> 200bd/fy:200(12)(5.5)/60000: 0.22 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.240 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@ 10.00 in #4@ 20.00 in <br /> Provided Area: 0.2 in2/ft #5@ 15.50 in #5@ 31.00 in <br /> Maximum Area: 0.7451 in2/ft #6@ 22.00 in #6@ 44.00 in <br /> Footing Dimensions&Strengths r Footing Design Results <br /> Toe Width = 0.00 ft 1st atil <br /> Heel Width = 3.17 Factored Pressure = 2,513 0 psf <br /> Total Footing Width = 3.17 Mu':Upward = 0 1,394 ft-# <br /> Footing Thickness = 12.00 in Mu':Downward = 0 2,997 ft-# <br /> Mu: Design = 0 1,602 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 0.00 3.49 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 0.00 75.00 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 12.00 in <br /> fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = #5 @ 16.00 in <br /> Min.As% = 0.0018 Other Acceptable Sizes&Spacings <br /> Cover @ Top 2.00 @ Btm: 3.50 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 0.91 in2 <br /> Min footing T&S reinf Area per foot 0.29 in2 /ft <br /> If one layer of horizontal bars: If two layers of horizontal bars: <br /> #4@ 8.33 in #4@ 16.67 in <br /> #5@ 12.92 in #5@ 25.83 in <br /> #6@ 18.33 in #6@ 36.67 in <br />