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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:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 <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 />2nd Stem Vertical Reinforcing Horizontal Reinforcing <br />As (based on applied moment) :0 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 />________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ <br />Bottom Stem Vertical Reinforcing Horizontal Reinforcing <br />As (based on applied moment) :0.1708 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 :0.1708 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 />0.00 <br />5.50 <br />18.00 <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 />5.50= <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 />phiMn = phi*5*lambda*sqrt(fc)*Sm <br />=None Spec'd <br />= <br />= <br />= <br />= <br />= <br />1,994 <br />0 <br />0 <br />0 <br />0.00 <br />0.00 <br />Heel: <br />481 <br />11,747 <br />13,625 <br />1,878 <br />2.06 <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 = <br />Min footing T&S reinf Area <br />Min footing T&S reinf Area per foot <br />If one layer of horizontal bars: <br />2.14 <br />0.39 <br />#4@ 6.17 in <br />#5@ 9.57 in <br />#6@ 13.58 in <br />in2 <br />in2 /ft <br />If two layers of horizontal bars: <br />#4@ 12.35 in <br />#5@ 19.14 in <br />#6@ 27.16 in <br />supplemental design for footing torsion. <br />phiMn 7,011= <br />OKOK <br />Flush toe condition. No reinforcing required. <br />OK - Flush <br />Page 4 <br />2130 E 4th St <br />2/11/2025