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Cantilevered Retaining Wall <br />LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 <br />Project File: FISCHER FLORIA CELL SITE.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />1.75 <br />1.75 <br />16.00 <br />Footing Torsion, Tu = <br />= <br />ft-lbs0.00 <br />Min. As % <br />Footing Allow. Torsion, φ Tn <br />0.0018 <br />= ft-lbs <br />Footing Data <br />If torsion exceeds allowable, provide <br />f'c <br />0.00 <br />= 2,500 psi <br />Toe Width = ft <br />Heel Width = <br />Footing Thickness = in <br />3.50= <br />Cover @ Top =2.00 in@ Btm.= 3.00 in <br />Total Footing Width <br />= 150.00 pcfFooting Concrete Density <br />Fy = 60,000 psi <br />Footing Design Results <br />Key: <br />= <br />No key defined <br />Factored Pressure <br />Mu' : Upward <br />Mu' : Downward <br />Mu: Design <br />Actual 1-Way Shear <br />Allow 1-Way Shear <br />Toe: #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, <br />#10@ 18 in <br />#4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, <br />#10@ 18 in <br />= None Spec'd <br />= <br />= <br />= <br />= <br />= <br />1,676 <br />1,914 <br />438 <br />1,476 <br />9.29 <br />43.53 <br />Heel: <br />0 <br />0 <br />184 <br />184 <br />1.60 <br />42.44 <br />HeelToe <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />Heel Reinforcing = # 5 @ 8.00 in <br />Other Acceptable Sizes & Spacings <br />Key Reinforcing <br />Toe Reinforcing = # 5 @ 8.00 in <br />Min footing T&S reinf Area <br />Min footing T&S reinf Area per foot <br />If one layer of horizontal bars: <br />1.21 <br />0.35 <br />#4@ 6.94 in <br />#5@ 10.76 in <br />#6@ 15.28 in <br />in2 <br />in2 /ft <br />If two layers of horizontal bars: <br />#4@ 13.89 in <br />#5@ 21.53 in <br />#6@ 30.56 in <br />supplemental design for footing torsion. <br />φ Mn 27,49625,404= ft-# <br />Page 6 of 26 <br />Fisher Floral