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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 2017,5:20PM <br /> Cantilevered RetainingWall File=c:\Users\Owner\Desktop\Projects120171newlret-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: 5'-6" <br /> Footing Dimensions&Strengths Footing Design Results <br /> Toe Width = 1.25 ft Toe Heel <br /> Heel Width = 1.00 Factored Pressure = 2,083 424 psf <br /> Total Footing Width = 2.25 Mu':Upward = 1,387 0 ft-lb <br /> Footing Thickness = 10.00 in Mu':Downward = 117 49 ft-lb <br /> Mu: Design = 1,270 49 ft-lb <br /> Key Width = 0.00 in Actual 1-Way Shear = 15.18 3.24 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 = 701.9 2.11 1,481.9 Soil Over Heel = 201.7 2.08 420.1 <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 Rioting Load = Axial Dead Load on Stem = 400.0 1.58 633.3 <br /> Added Lateral Load = *Axial Live Load on Stem = 650.0 1.58 1,029.2 <br /> Load @ Stem Above Soil = Soil Over Toe = <br /> Surcharge Over Toe = <br /> Stem Weight(s) = 600.0 1.58 950.0 <br /> Earth @ Stem Transitions = <br /> Total = 691,5 O.T.M. = 1,479.0 Footing Weight = 281.3 1.13 316.4 <br /> ResistinglOverturning Ratio = 1.57 Key Weight = <br /> Vertical Loads used for Soil Pressure= 2,132.9 lbs Vert.Component = <br /> Total= 1,482.9 lbs R.M.= 2,319.9 <br /> *Axial live load NOT included in total displayed,or used for overturning <br /> resistance,but is included for soil pressure calculation. <br />