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Cantilevered Retaining Wall <br />LIC# : KW-06014368, Build:20.24.06.04 Core Structure, inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CMU Wall (Trash Enclosure) <br />Core Structure, Inc. <br />23172 Plaza Pointe Drive <br />Suite 145 <br />Laguna Hills, CA 92653 <br />925-270-0755 <br />Project File: 23033.ec6 <br />Project Title:TOM'S JR <br />Engineer:A.T. <br />Project ID:23033 <br />Project Descr: <br />1.75 <br />2.25 <br />24.00 <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 />=2,500 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 />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 />2,483 <br />3,567 <br />777 <br />2,791 <br />12.84 <br />38.62 <br />Heel: <br />1,431 <br />1,967 <br />646 <br />-1,321 <br />7.44 <br />38.01 <br />HeelToe <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />Heel Reinforcing =# 6 @ 10.00 in <br />Other Acceptable Sizes & Spacings <br />Key Reinforcing <br />Toe Reinforcing =# 6 @ 10.00 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 />ij Mn 49,90547,529=ft-# <br />26 <br />1430 E Edinger Ave <br />3/27/2025