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Project Name/Number: 17659 South I <br /> Title Hangar Trench RTW Page: 2 <br /> Dsgnr: Date: 14 JAN 20gQ <br /> Description.... <br /> This Wall in File: P:\17600\17659\Calculations\Structural\PIW South\17659 South.RPX li <br /> RetainPro(c)1987-2018, Build 11.18.09.29 <br /> License:KW-06064257 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 <br /> License To:Sitts&Hill Engineers,inc. <br /> Concrete Stem Rebar Area Details <br /> Top Support Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0.2112 in2/ft <br /> (4/3)*As: 0.2816 in2/ft Min Stem T&S Reinf Area 0.576 in2 <br /> 200bd/fy:200(12)(9.5)/60000: 0.38 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.288 in2/ft <br /> 0.0018bh:0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: <br /> One layer of: Two layers of: <br /> Required Area: 0.2816 in2/ft #4@ 8.33 in #4@ 16.67 in II <br /> Provided Area : 0.62 in2/ft #5@ 12.92 in #5@ 25.83 in <br /> Maximum Area: 2.0591 in2/ft #6@ 18.33 in #6@ 36.67 in <br /> Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0.0902 in2/ft <br /> (4/3)*As: 0.1203 in2/ft Min Stem T&S Reinf Area 0.574 in2 <br /> 200bd/fy:200(12)(10)/60000: 0.4 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.288 in2/ft <br /> 0.0018bh:0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: <br /> One layer of: Two layers of: <br /> Required Area: 0.2592 in2/ft #4@ 8.33 in #4@ 16.67 in <br /> Provided Area: 0.62 in2/ft #5@ 12.92 in #5@ 25.83 in <br /> Maximum Area: 2.1675 in2/ft #6@ 18.33 in #6@ 36.67 in <br /> Base Support Vertical Reinforcing Horizontal Reinforcing I <br /> As(based on applied moment): 0.0951 in2/ft <br /> (4/3)*As: 0.1268 in2/ft Min Stem T&S Reinf Area 0.002 in2 <br /> 200bd/fy:200(12)(9.5)/60000: 0.38 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.288 in2/ft <br /> 111 <br /> 0.0018bh:0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: <br /> One layer of: Two layers of: <br /> Required Area: 0.2592 in2/ft #4@ 8.33 in #4@ 16.67 in <br /> Provided Area: 0.62 in2/ft #5@ 12.92 in #5@ 25.83 in <br /> Maximum Area : 2.0591 in2/ft #6@ 18.33 in #6@ 36.67 in <br /> Footing Strengths&Dimensions ' Footing Design Results <br /> Toe Width = 2.00 ft oe eel <br /> Heel Width = 1.00 Factored Pressure = 6,118 6,118 psf <br /> Total Footing Width = 3.00 Mu': Upward = 12,235 0 ft-# <br /> Footing Thickness = 12.00 in Mu': Downward = 360 0 ft-# <br /> Key Width = 0.00 in Mu: Design = 11,875 0 ft-# <br /> Key Depth = 0.00 in Actual 1-Way Shear = 75.19 0.00 psi <br /> Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 94.87 0.00 psi <br /> fc = 4,000 psi Fy = 60,000 psi I <br /> Footing Concrete Density = 150.00 pcf Min footing T&S reinf Area 0.78 in2 <br /> Min.As% = 0.0018 Min footing T&S reinf Area per foot 0.26 in2 ift <br /> Cover @ Top = 3.00 in @ Btm.= 3.00 in If one layer of horizontal bars: If two layers of horizontal bars: <br /> #4@ 9.26 in #4@ 18.52 in <br /> #5@ 14.35 in #5@ 28.70 in <br /> #6@ 20.37 in #6@ 40.74 in <br /> I <br /> I <br /> II <br />