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Cantilevered Retaining Wall <br />LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 <br />Project File: saint andrew (Melqartengineer5@outlook.com).ec6 <br />Project Title:Saint Andrew <br />Engineer:LR <br />Project ID:23-12434 <br />Project Descr: <br />1.67 <br />2.33 <br />24.00 <br />Footing Torsion, Tu = <br />= <br />ft-lbs0.00 <br />Min. As % <br />Footing Allow. Torsion, phi Tu <br />0.0018 <br />=ft-lbs <br />Footing Data <br />If torsion exceeds allowable, provide <br />f'c <br />0.00 <br />=3,000 psi <br />Toe Width =ft <br />Heel Width = <br />Key Distance from Toe <br />Key Depth <br />Key Width =in <br />=in <br />= <br />0.00 <br />0.00 <br />0.00 ft <br />Footing Thickness =in <br />4.00= <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: #4@ 4.62 in, #5@ 7.17 in, #6@ 10.18 in, #7@ 13.88 in, #8@ 18.28 in, #9@ <br />23.14 in, #10@ 29.39 in <br />#4@ 4.62 in, #5@ 7.17 in, #6@ 10.18 in, #7@ 13.88 in, #8@ 18.28 in, #9@ <br />23.14 in, #10@ 29.39 in <br />=None Spec'd <br />= <br />= <br />= <br />= <br />= <br />1,701 <br />1,972 <br />600 <br />1,372 <br />6.23 <br />82.16 <br />Heel: <br />0 <br />91 <br />600 <br />509 <br />1.30 <br />82.16 <br />HeelToe <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />Heel Reinforcing =# 6 @ 8.00 in <br />Other Acceptable Sizes & Spacings <br />Key Reinforcing <br />Toe Reinforcing =# 6 @ 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 />2.07 <br />0.52 <br />#4@ 4.63 in <br />#5@ 7.18 in <br />#6@ 10.19 in <br />in2 <br />in2 /ft <br />If two layers of horizontal bars: <br />#4@ 9.26 in <br />#5@ 14.35 in <br />#6@ 20.37 in <br />supplemental design for footing torsion. <br />phiMn 62,30459,334=ft-# <br />OKOK <br />P1.113P1.113 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024