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Title j3lock 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 2017,5:20PM <br /> Cantilevered RetainingWall File=c:1Users\Owner\Desktop1Projects120171newlret-wall.ec6 <br /> ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3,17 <br /> Lic.#:KW-06003603 Licensee:REED&ASSOCIATES <br /> Description: 4'-6" <br /> Footing Dimensions&Strengths Footing Design Results <br /> Toe Width = 0.75 ft Toe Heel <br /> Heel Width = 1.00 Factored Pressure = 2,512 407 psf <br /> Total Footing Width = 1.75 Mu':Upward = 622 0 ft-lb <br /> Footing Thickness = 9.00 in Mu':Downward = 38 41 ft-lb <br /> Mu: Design = 584 41 ft-lb <br /> Key Width = 0.00 in Actual 1-Way Shear = 9.73 3.12 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 /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-lb lbs ft ft-lb <br /> Heel Active Pressure = 482.3 1.75 844.1 Soil Over Heel = 165.0 1.58 261.3 <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 1.08 433.3 <br /> Added Lateral Load = *Axial Live Load on Stem = 650.0 1.08 704.2 <br /> Load @ Stem Above Soil = - Soil Over Toe = <br /> Surcharge Over Toe = <br /> • Stem Weight(s) = 500.0 1.08 541.7 <br /> Earth @ Stem Transitions = <br /> Total = 473.9 O.T.M. = 842.0 Footing Weight = 196.9 0.88 172.3 <br /> ResistinglOverturning Ratio = 1.67 Key Weight = <br /> Vertical Loads used for Soil Pressure= 1,911.9 lbs Veil.Component = <br /> Total= 1,261.9 lbs R.M.= 1,408.5 <br /> *Axial live load NOT included in total displayed,or used for overturning <br /> resistance,but is included for soil pressure calculation. <br /> °` g76) <br /> ,fi <br />