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' - N:ittional Concrete Masonry oeiation Page 2 of 4 <br /> Soil Data <br /> Friction <br /> Soil Zone Description Cohesion(c) <br /> Angle(0) Unit Weight <br /> (psfl (y)(pcf) <br /> (degrees) <br /> Retained Soil Glaciial TILL N/A 38.00 140.00 <br /> Leveling Pad Soil Crushed Stone N/A 38.00 135.00 <br /> Foundation Soil Glacial TILL 1000.00 j 38.00 140.00 <br /> Segmental Unit Data <br /> Segmental Unit Name CC <br /> Cap Height(Inches) :0.00 <br /> Unit Height(Hu)(Inches) : 18.00 <br /> Unit Width (Wu)(Inches) :41.00 <br /> Unit Length(Inches) :46.00 <br /> Setback (Inches) : 1.58 <br /> Weight(Infilled)(1b) : 1900.00 <br /> Unit Weight(infilled)(pcf) : 96.71 <br /> Center of Gravity(lnches) : 20.5 <br /> --- <br /> Unit-Unit Interface Properties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(lb/ft) Angle Capacity (lb/fl) <br /> 1640.00 35.00 2280.00 <br /> Vertical Components <br /> Vertical Components of Earth Pressures Used : No <br /> --- <br /> Cofficients of Earth Pressure and Failure Plane Orientation <br /> Retained Soil(Static)(Ka) 0.184 <br /> Retained Sail(Static)(Kah Horizontal Component) : 0.159 <br /> Retained Soil(Static+ Dynamic)(kae) :0.211 <br /> Retained Soil(Static+ Dynamic)(Kaeh horizontal <br /> :0.183 <br /> Component) <br /> External Modified Back Slope(Bext) 0.000 <br /> Orientation of failure plane from horizontal(degrees)for <br /> : 58.795 <br /> External Stability <br /> filc:///C:/Program%201'ilcs%20(x86)/NCMAISRWalNi204M/Report.litml 6115/7015 <br />