Laserfiche WebLink
Cantilevered Retaining Wall <br />LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only <br />Project File: Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />0.25 <br />3.00 <br />12.00 <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 />=3,000 psi <br />Toe Width =ft <br />Heel Width = <br />Footing Thickness =in <br />3.25= <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@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, <br />#10@ 18 in <br />#4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, <br />#10@ 18 in <br />=None Spec'd <br />= <br />= <br />= <br />= <br />= <br />2,102 <br />63 <br />23 <br />40 <br />3.91 <br />82.16 <br />Heel: <br />0 <br />118 <br />978 <br />861 <br />2.72 <br />82.16 <br />HeelToe <br />psf <br />ft-# <br />ft-# <br />ft-# <br />psi <br />psi <br />Heel Reinforcing =# 5 @ 14.35 in <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 />0.84 <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 />ij Mn 11,0038,851=ft-# <br />1128 W Highland St <br />3/27/2025