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Cantilevered Retaining Wall <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 <br />Project File: Wood Bridge Plaza.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Concrete Stem Rebar Area Details <br />Bottom Stem Vertical Reinforcing Horizontal Reinforcing <br />As (based on applied moment) :0.0952 in2/ft <br />0.0018bh : 0.0018(12)(6) :0.1296 in2/ft Horizontal Reinforcing Options : <br />============One layer of : Two layers of : <br />Required Area :0.1296 in2/ft #4@ 18.52 in #4@ 37.04 in <br />Provided Area :0.2325 in2/ft #5@ 28.70 in #5@ 57.41 in <br />Maximum Area :0.4877 in2/ft #6@ 40.74 in #6@ 81.48 in <br />1.25 <br />1.75 <br />14.00 <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 />3.00= <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@ 7.93 in, #5@ 12.30 in, #6@ 17.46 in, #7@ 23.80 in, #8@ 31.34 in, #9@ <br />39.68 in, #10@ 50.39 in <br />phiMn = phi*5*lambda*sqrt(fc)*Sm <br />=None Spec'd <br />= <br />= <br />= <br />= <br />= <br />1,463 <br />977 <br />164 <br />813 <br />3.44 <br />82.16 <br />Heel: <br />0 <br />120 <br />702 <br />582 <br />5.57 <br />43.82 <br />HeelToe <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />Heel Reinforcing =None Spec'd <br />Other Acceptable Sizes & Spacings <br />Key Reinforcing <br />Toe Reinforcing =# 5 @ 16.00 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 />0.91 <br />0.30 <br />#4@ 7.94 in <br />#5@ 12.30 in <br />#6@ 17.46 in <br />in2 <br />in2 /ft <br />If two layers of horizontal bars: <br />#4@ 15.87 in <br />#5@ 24.60 in <br />#6@ 34.92 in <br />supplemental design for footing torsion. <br />phiMn 3,94410,943=ft-# <br />OKNG <br />Page 18 <br />2130 E 4th St <br />2/11/2025