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Cantilevered Retaining Wall <br />LIC# : KW-06019219, Build:20.23.10.02 HUSAM GHANIM (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:9'-0" Freestanding CMU Wall (Wind Loading) <br />Ghanim Structural Engineering <br />898 N. Fair Oaks Ave <br />Suite F <br />Pasadena, CA 91103 <br />(323) 494-3208 <br />www.ghanimse.com <br />Project File: Freesntanding Wall Design.ec6 <br />Project Title:SoCal Gas <br />Engineer:IG <br />Project ID:25-078 <br />Project Descr:Site Walls <br />0.00 <br />3.67 <br />12.00 <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 />3.67= <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 />1,527 <br />0 <br />0 <br />0 <br />0.00 <br />43.82 <br />Heel: <br />0 <br />752 <br />1,560 <br />809 <br />1.66 <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 />0.95 <br />0.26 <br />#4@ 9.26 in <br />#5@ 14.35 in <br />#6@ 20.37 in <br />in2 <br />in2 /ft <br />If two layers of horizontal bars: <br />#4@ 18.52 in <br />#5@ 28.70 in <br />#6@ 40.74 in <br />supplemental design for footing torsion. <br />phiMn 2,739= <br />OKOK <br />Flush toe condition. No reinforcing required. <br />OK - Flush <br />8