Laserfiche WebLink
cow CSG Wail <br /> Civil Solutions Group, LLC version 0.0 <br /> Project: Minnetonka Excavating <br /> Location: Location <br /> Designer. rjr <br /> Date: 6/19/2011 <br /> Section: Boulder Wali <br /> Design Method: NCMA 09_3rd Ed <br /> SOIL PARAMETERS Phi coh Gamma <br /> Retained Soil: 28 deg 150 psf 120 pcf <br /> Foundation Soil: 28 deg 150 psf 120 pcf <br /> Leveling Pad: Crushed Stone <br /> GEOMETRY <br /> Design Height 7.00 ft Live Load: 0 psf <br /> Wall Batter/Tilt 15.00/0.00 deg Live Load Offset: 0.00 ft <br /> Embedment 1.00 ft Live Load Width: Oft <br /> Leveling Pad Depth: 0.50 ft Dead Load: 0 psf <br /> Slope Angle: 35 deg Dead Load Offset Oft <br /> Slope Length: 20 ft Dead Load Width: Oft <br /> Slope Toe Offset Oft Leveling Pad Width: 4.25 ft <br /> FACTORS OF SAFETY <br /> Sliding: 1.50 Overturning: 1.50 <br /> Bearing: 2.00 <br /> RESULTS <br /> FoS Sliding: 5.36/2.61 FoS Overturning: 2.86 <br /> Bearing 1005.94 FoS Bearing: 9.92 <br /> Name 1 Ele►� _.. Pa T� Paq P pay <br /> TC 6.67 28.531 190 0 0 159 190 5.36 109.54 <br /> 24 5.33 2.691 448 0 0 445 448 2158.33 483.37 <br /> 24 4.00 1.476 797 0 0 719 797 92.09 19.51 <br /> 24 2.67 1.084 1221 0 0 978 1221 30.50 6.66 <br /> 39 1.33 1.148 2212 0 0 1446 2212 10.85 4.03 <br /> 39 0.00 0.966 2839 0 . 0 1689 2839 1.86 2.86 <br /> Civil Solutions Group, LLC Page I <br />