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Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block"selection, <br /> Title Block Line 6 Printed:9 JUN 2017,5:19PM <br /> Cantilevered Retainin Wall File=c:lUserslOwnerlDesktop1Projects12017\new\ret-wall,ec6 <br /> g ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 <br /> Lic.#:KW-06003603 Licensee:REED&ASSOCIATES <br /> Description: T-6" <br /> Footing Dimensions&Strengths Footing Design Results <br /> Toe Width = 2.50 ft Toe Heel <br /> Heel Width = 1.50 Factored Pressure = 1,331 731 psf <br /> Total Footing Width = 4.00 Mu':Upward = 3,769 0 ft-lb <br /> Footing Thickness = 10.00 in Mu':Downward = 469 396 ft-lb <br /> Mu: Design = 3,300 396 ft-lb <br /> Key Width = 0.00 in Actual 1-Way Shear = 25.97 10.56 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75,00 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 6.75 in • <br /> fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = #4 @ 18.00 in <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd <br /> Min.As% = 0.0018 Other Acceptable Sizes&Spacings <br /> Cover @ Top 2.00 @ Btm.= 3.00 in Toe: #4@ 15.75 in,#5@ 24.50 in,#6@ 34.50 in,#7@ 47.00 in,#8@ 48.25 in,#9@ 4 <br /> Heel: Not req'd,Mu<S Fr <br /> Key: No key defined <br /> Summary of Overturning&Resisting Forces&Moments <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-lb lbs ft ft-lb <br /> Heel Active Pressure = 1,215.3 2.78 3,375.8 Soil Over Heel = . 687.5 3.58 2,463.5 <br /> Surcharge over Heel = Sloped Soil Over Heel = <br /> Toe Active Pressure = -10.4 0.28 -2.9 Surcharge Over Heel = <br /> Surcharge Over Toe = Adjacent Footing Load = <br /> Adjacent Footing Load = Axial Dead Load on Stem = 450.0 2.83 1,275.0 <br /> Added Lateral Load = *Axial Live Load on Stem = 750.0 2.83 2,125.0 <br /> Load @ Stem Above Soil = Soil Over Toe = <br /> Surcharge Over Toe = <br /> Stem Weight(s) = 800.0 2.83 2,266.7 <br /> Earth @ Stem Transitions = <br /> Total = 1,204.9 O.T.M. = 3,372.9 Footing Weight = 500.0 2.00 1,000.0 <br /> Resisting/Overturning Ratio = 2.08 Key Weight = <br /> Vertical Loads used for Soil Pressure= 3,187.5 lbs Vert.Component = <br /> Total= 2,437.5 lbs R.M.= 7,005.2 <br /> *Axial live load NOT included in total displayed,or used for overturning <br /> resistance,but is included for soil pressure calculation. <br /> • <br /> V /0 <br />