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, • , , ,Niational Concrete Masonr---isociation Page 2 o14 <br /> Soil Data <br /> Friction <br /> Soil Zone Description Cohesion (c) Angle(0) Unit Weight <br /> (PO (7)(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 38.00 140.00 <br /> Semental 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) : 190000 <br /> Unit Weight(Infilled)(pcf) : 96.71 <br /> Center of Gravity(Inches) :20.5 <br /> Unit-Unit Interface Pro•erties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(lbift) Angle Capacity(lb/ft) <br /> 1540.00 36.00 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 Soii(Static)(ka) : 0.184 <br /> Retained Soil(Static)(Kah Horizontal Component) : 0.159 <br /> Retained Soil(Static+ Dynamic)(Kae) :0,211 <br /> Retained Soil(Static+ Dynarnic)(Kaeh horizontal <br /> :0183 <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 /> Ii <br /> IC:///C:Trogram%20Files%20(x86)/NCMA/SRWall'176204.0/1(cpori.html 61'5/201 5 <br />