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0 Title North: <br /> @ Rams Page' <br /> Job# 2 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): 0.0271 in2/ft <br /> (4/3)"As: 0.0361 in2/ft Min Stem T&S Reinf Area 0.641 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): 0.0506 in2/ft <br /> (4/3)*As: 0.0675 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 = 1.00 ft IQg ,dgg,( <br /> Heel Width = 1.67 Factored Pressure = 1,969 0 psf <br /> Total Footing Width = 2.67 Mu':Upward = 834 21 ft-# <br /> Footing Thickness = 12.00 in Mu':Downward = 188 524 ft-# <br /> Mu: Design = 646 503 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 4.86 8.10 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 75.00 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 = #4 @ 12.00 in <br /> Min.As% = 0.0018 Other Acceptable Sizes&Spacings <br /> Cover @ Top 2.00 @ Btm.= 3.50 in <br /> Toe: #4@ 9.26 in,#5@ 14.35 in,#6@ 20.37 in,#7@ 27.78 in,#8@ 36.57 in,#9@ 46 <br /> Heel:Not req'd:Mu<phi"5"lambda"sgrt(fc)"Sm <br /> Key: No key defined <br /> Min footing T&S reinf Area 0.77 in2 <br /> Min footing T&S reinf Area per foot 0.29 in2 ift <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 /> i <br /> a . 1 <br /> f <br />