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Project Name/Number : miles retaini <br />Use menu item Settings > Printing & Title Block Title Miles Retaining Wall Seismic Page: 2 <br />to set these five lines of information Dsgnr: Date: 17 NOV 2022 <br />for your program. Description.... <br />This Wall in File: 0:\2021\2210579\20_STR\NON_CAD\CALCs\Miles Retaining Wall\miles retaining wall.RP <br />Retain Pro (c) 1987-2019, Build 11.20.03.31 <br />License: KW-06057224 <br />Cantilevered Retaining Wall Code: IBC 2018,ACI 318-14,TMS 402-16 <br />License To: AHBL, INC <br />Concrete Stem Rebar Area Details <br />Bottom Stem <br />Vertical Reinforcing <br />Horizontal Reinforcing <br />As (based on applied moment) : <br />0.1003 in2/ft <br />(4/3) * As : <br />0.1338 in2/ft <br />Min Stem T&S Reinf Area 1.152 in2 <br />200bd/fy : 200(12)(6.1875)/60000 : <br />0.2475 in2/ft <br />Min Stem T&S Reinf Area per ft of stem Height: 0.192 in2/ft <br />0.0018bh : 0.0018(12)(8) : <br />0.1728 in2/ft <br />Horizontal Reinforcing Options : <br />One layer of: Two layers of: <br />Required Area: <br />0.1728 in2/ft <br />#4@ 12.50 in #4@ 25.00 in <br />Provided Area: <br />0.2067 in2/ft <br />#5@ 19.38 in #5@ 38.75 in <br />Maximum Area: 1.3411 in2/ft #6@ 27.50 in #6@ 55.00 in <br />Footing Data <br />Toe Width <br />= 0.50 ft <br />Heel Width <br />= 2.50 <br />Total Footing Width <br />= 3.00 <br />Footing Thickness <br />= 12.00 in <br />Key Width <br />= 0.00 in <br />Key Depth <br />= 0.00 in <br />Key Distance from Toe <br />= 0.00 ft <br />fc = 3,000 psi <br />Fy = 60,000 psi <br />Footing Concrete Density <br />= 150.00 pcf <br />Min. As % <br />= 0.0018 <br />Cover @ Top 2.00 <br />@ Btm.= 3.00 in <br />Footing Design Results <br />Toe Heel <br />Factored Pressure = 3,536 0 psf <br />Mu': Upward = 4,887 242 ft-# <br />Mu': Downward = 396 2,124 ft-# <br />Mu: Design = 374 1,882 ft-# <br />Actual 1-Way Shear = 0.51 13.65 psi <br />Allow 1-Way Shear = 43.82 82.16 psi <br />Toe Reinforcing = None Spec'd <br />Heel Reinforcing = # 5 @ 14.00 in <br />Key Reinforcing = None Spec'd <br />Footing Torsion, Tu = 0.00 ft-Ibs <br />Footing Allow. Torsion, phi Tu = 0.00 ft-Ibs <br />If torsion exceeds allowable, provide <br />supplemental design for footing torsion. <br />Other Acceptable Sizes & Spacings <br />Toe: phiMn = phi'5'lambda'sgrt(fc)'Sm <br />Heel: #4@ 9.25 in, #5@ 14.35 in, #6@ 20.37 in, #7@ 27.77 in, #8@ 36.57 in, #9@ 46 <br />Key: No key defined <br />Min footing T&S reinf Area <br />Min footing T&S reinf Area per foot <br />If one layer of horizontal bars: <br />#4@ 9.26 in <br />#5@ 14.35 in <br />#6@ 20.37 in <br />0.78 in2 <br />0.26 in2 A <br />If two layers of horizontal bars: <br />#4@ 18.52 in <br />#5@ 28.70 in <br />#6@ 40.74 in <br />