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Cantilevered Retaining Wall <br />LIC# : KW-06020349, Build:20.24.03.04 Ramirez Structural Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:W1 <br />Project File: 24-111 4621 W 1ST ST.ec6 <br />Project Title: <br />Engineer: <br />3.33 <br />0.67 <br />24.00 <br />Footing Torsion, Tu = <br />= <br />ft-lbs <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 />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 />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 />Flush heel condition. No reinforcing required. <br />=None Spec'd <br />= <br />= <br />= <br />= <br />= <br />1,220 <br />5,321 <br />2,603 <br />2,719 <br />5.14 <br />44.06 <br />Heel: <br />0 <br />0 <br />0 <br />0.00 <br />43.37 <br />Heel <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />= <br />Other Acceptable Sizes & Spacings <br />Key Reinforcing <br />Toe Reinforcing =# 4 @ 4.00 in <br />If one layer of horizontal bars: <br />2.07 <br />0.52 <br />#4@ 4.63 in <br />in2 <br />in2 / <br />supplemental design for footing torsion. <br />HOLD- 4621 W First <br />St12/19/2024