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VERSA-LOK RETAINING WALL DESIGN <br /> Retaining Wall Systems <br /> Solid Solutions:- <br /> Project <br /> olutions'Project Name: Rochel Residence <br /> Project Location: Orono, MN <br /> Design Method: Rankine-w/Batter(modified soil interface) <br /> Design Parameters: <br /> Soil Parameters deg c psf Y psf <br /> Reinforced fill: 28 0 120 <br /> Retained Zone: 28 0 120 <br /> Foundation Soil: 28 0 120 <br /> Reinforced Fill Type: Silty Clay <br /> Unit Fill: Crushed Stone, 1 inch minus <br /> Minimum Design Factors of Safety: <br /> Sliding: 1.50 Pullout: 1.50 Uncertainties: 1.50 <br /> Overturning: 2.00 Shear: 1.50 Connection: 1.50 <br /> Bearing: 2.00 Bending: 1.50 <br /> Design Preferences: <br /> Tult RFcr RFd Rid LTDS FS To/ Ci Cds <br /> VG3 3435 1.54 1.10 1.08 1878 1.50 1252 0.80 0.80 <br /> Analysis: <br /> Unit Type: Standard Wall Batter: 7° <br /> Leveling Pad: 6"Crushed Stone Embedment(min): 6" <br /> Wall Height: 6.3' <br /> Surcharge: 50 pcf <br /> Results: Sliding Overturn Bearing <br /> Factors of Safety 3.05 8.42 10.76 <br /> Calculated Reinf. Allow Peak Pullout <br /> Reinforcing: Layer Height Lenath Tension Type Tension Conn. FS <br /> 3) 4.50 5.50 174 VG3 1252 632.9 1.9 ok <br /> 2) 2.50 5.50 289 VG3 1252 652.5 4.7 ok <br /> 1) 0.50 5.50 307 VG3 1252 672.1 9.8 ok <br />