Laserfiche WebLink
. , 2 National Concrete Masonry -,-iociation Page 2 of 4 <br /> Soil Data <br /> Friction <br /> Soil Zone Description Cohesion lc) le(d))An <br /> ( gUnit Weight <br /> Pef) 01(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 /> Segmental Unit Data <br /> Segmental Unit Name C-C <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) : 1.68 <br /> Weight(Infilled)(1b) : 1900.00 <br /> Unit Weight(Infilled)(Pcn 96,71 <br /> Center of Gravity(Inches) 20.5 <br /> Urfit-Unit Interface Pro•erties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(lblft) Angle Capacity(tbift) <br /> 1540.00 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 Soll(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+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 /> --- <br /> file:NC:Trogram%20Files°/020(x 86)/N t'M AiS R Wall%204.0/Report.htm I 6/750015 <br />