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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 2017,5:17PM <br /> Cantilevered Retainin Wall File=clUsers\Owner1Desktop 1Projects120171newlret-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: 9'-6" <br /> Footing Dimensions&Strengths Footing Design Results <br /> Toe Width = 3.50 ft • Toe Heel <br /> Heel Width = 1.75 Factored Pressure = 1,362 576 psf <br /> Total Footing Width = 5.25 Mu':Upward = 7,272 0 ft-lb <br /> Footing Thickness .= 10.00 in Mu':Downward = 919 824 ft-lb <br /> Mu: Design = 6,353 824 ft-lb <br /> Key Width = 0.00 in Actual 1-Way Shear = 37.56 16.90 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@ 9.25 in,#5@ 14.50 in,#6@ 20.50 it,#7@ 27.75 in,#8@ 36.50 in,#9@ 46 <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 = 1,868.6 3.44 6,436.3 Soil Over Heel = 1,132.1 4.71 5,330.2 <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 3.83 1,725.0 <br /> Added Lateral Load = *Axial Live Load on Stem = 750.0 3.83 2,875.0 <br /> Load @ Stem Above Soil = Soil Over Toe = <br /> Surcharge Over Toe = <br /> Stem Weight(s) = 1,000.0 3.83 3,833.3 <br /> Earth @ Stem Transitions = <br /> Total = 1,858.2 O.T.M. = 6,433.4 Footing Weight = 656.3 2,63 1,722.7 <br /> Resisting/Overturning Ratio = 1.96 Key Weight = <br /> Vertical Loads used for Soil Pressure= 3,988.3 lbs Vert.Component 1 <br /> Total= 3,238.3 lbs R.M. 12,611.2 <br /> Axial live load NOT included in total displayed,or used for overturning <br /> resistance,but is included for soil pressure calculation. <br />