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Cantilevered Retaining Wall <br />LIC# : KW-06014996, Build:20.24.05.02 Gerry Adriano (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:8 ft high wall_L Type Ftg <br />Project File: Bristol_better buzz.ec6 <br />Project Title:Better Buzz_Bristol <br />Engineer: <br />Project ID: <br />Project Descr:Retaining Wall <br />0.00 <br />5.00 <br />16.00 <br />Footing Torsion, Tu = <br />= <br />ft-lbs0.00 <br />Min. As % <br />Footing Allow. Torsion, ij Tn <br />0.0018 <br />=ft-lbs <br />Footing Data <br />If torsion exceeds allowable, provide <br />f'c <br />0.00 <br />=4,000 psi <br />Toe Width =ft <br />Heel Width = <br />Footing Thickness =in <br />5.00= <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:Flush toe condition. No reinforcing required. <br />#4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 20.83 in, #8@ 27.43 in, #9@ <br />34.72 in, #10@ 44.09 in <br />=None Spec'd <br />= <br />= <br />= <br />= <br />= <br />920 <br />0 <br />0 <br />0 <br />0.00 <br />0.00 <br />Heel: <br />440 <br />5,437 <br />6,431 <br />994 <br />0.33 <br />94.87 <br />HeelToe <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />Heel Reinforcing =# 5 @ 10.76 in <br />Other Acceptable Sizes & Spacings <br />Key Reinforcing <br />Toe Reinforcing = <br />Min footing T&S reinf Area <br />Min footing T&S reinf Area per foot <br />If one layer of horizontal bars: <br />1.73 <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 />ij Mn 20,898= <br />Flush toe condition. No reinforcing required. <br />OK - Flush