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Project Name/Number:21114 <br /> Use menu item Settings>Printing&Title Block Title Typ Screen Wall Page: 2 <br /> to set these five lines of information Dsgnr: NW Date: 1 JUN 2021 <br /> for your program. Description.... <br /> Typ CMU Screen Wall <br /> This Wall in File: Y:\Projects 2021\21114-Everett WA Sunbelt Wash Bay\Engineering\Calculations\Oth <br /> RetainPro(c)1987-2019, Build 11.19.10.16 <br /> License:KW-06051442 Cantilevered Retaining Wall Code: IBC 2018,ACI 318-14,TMS 402-16 <br /> License To:ARW ENGINEERS <br /> Concrete Stem Rebar Area Details I <br /> Bottom Stem Vertical Reinforcing Horizontal Reinforcing <br /> As(based on applied moment): 0.0404 in2/ft <br /> (4/3)*As : 0.0539 in2/ft Min Stem T&S Reinf Area 0.384 in2 <br /> 200bd/fy:200(12)(6.1875)/60000: 0.2475 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 : 0.2325 in2/ft #5@ 19.38 in #5@ 38.75 in <br /> Maximum Area • 0.8382 in2/ft #6@ 27.50 in #6@ 55.00 in <br /> Footing Data ! 1 Footing Design Results 0 <br /> Toe Width = 1.00 ft Toe Heel <br /> Heel Width = 2.00 Factored Pressure = 2,049 0 psf <br /> Total Footing Width = 3.00 Mu':Upward = 10,222 5 ft-# <br /> Footing Thickness = 12.00 in Mu':Downward = 2,664 395 ft-# <br /> Mu: Design = 116 389 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 3.91 4.75 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 82.16 82.16 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #5 @ 16.00 in <br /> fc = 3,000 psi Fy = 60,000 psi Heel Reinforcing = #5 @ 12.00 in <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd <br /> Min.As% = 0.0018 Footing Torsion,Tu = 0.00 ft-lbs <br /> Cover @ Top 2.00 @ Btm= 3.00 in Footing Allow. Torsion,phi Tu = 0.00 ft-lbs <br /> If torsion exceeds allowable,provide <br /> supplemental design for footing torsion. <br /> Other Acceptable Sizes&Spacings <br /> Toe: #4@ 9.25 in,#5@ 14.34 in,#6@ 20.36 in,#7@ 27.77 in,#8@ 36.56 in,#9@ 46 <br /> Heel:#4@ 9.25 in,#5@ 14.34 in,#6@ 20.36 in,#7@ 27.77 in,#8@ 36.56 in,#9@ 46 <br /> Key: No key defined <br /> Min footing T&S reinf Area 0.78 in2 <br /> Min footing T&S reinf Area per foot 0.26 in2 ift <br /> 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 />