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T"Itl'e,Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Protect Descr: <br /> and then using the"Printing& <br /> Title Block"selection. <br /> Title Block Line 6 Printed:9JUN 2017,5:21PM <br /> Cantilevered RetainingWall File=OUsers\Owner\Desktop\Projects12017\newlret-wall.ec6 <br /> aENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 <br /> Lic.#:KW-06003603 Licensee:REED&ASSOCIATES <br /> Description: 3'-6" <br /> Footing Dimensions&Strengths Footing Design Results <br /> Toe Width = 0.50 ft Toe Heel <br /> Heel Width = 1.00 Factored Pressure = 2,470 672 psf <br /> Total Footing Width = 1.50 Mu':Upward = 284 0 ft-lb <br /> Footing Thickness = 9.00 in Mu':Downward = 17 33 ft-lb <br /> Mu: Design = 267 33 ft-lb <br /> Key Width = 0.00 in Actual 1-Way Shear = 1.46 2.55 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 <br /> Toe: Not req'd,Mu<S*Fr <br /> Heel: Not req'd,Mu<S*Fr <br /> Key: No key defined <br /> Summary of Overturning&Resisting Forces&Moments <br /> • <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-lb Ibs ft ft-lb <br /> Heel Active Pressure = 316.1 1.42 447.8 • Soil Over Heel = 128.3 1,33 171.1 <br /> Surcharge over Heel = Sloped Soil Over Heel = <br /> Toe Active Pressure = -8.4 0.25 -2.1 Surcharge Over Heel = <br /> Surcharge Over Toe = Adjacent Footing Load = <br /> Adjacent Footing Load = Axial Dead Load on Stem = 400.0 0.83 333.3 <br /> Added Lateral Load = *Axial Live Load on Stem = 650.0 0.83 541.7 <br /> Load @ Stem Above Soil = Soil Over Toe = <br /> Surcharge Over Toe = <br /> Stem Weight(s) = 400.0 0.83 333.3 <br /> • Earth @ Stem Transitions = <br /> Total = 307.7 O.T.M. = 445.7 Footing Weight = 168.8 0.75 126.6 <br /> Resisting/Overturning Ratio = 2.16 Key Weight = <br /> Vertical Loads used for Soil Pressure= 1,747.1 lbs Vert.Component = <br /> Total= 1,097.1 lbs R.M.= 964.3 <br /> *Axial live load NOT included in total displayed,or used for overturning <br /> resistance,but is included for soil pressure calculation. <br />