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Nonn 25Report <br />3 10.00 15 0.50 5.N I.BBa <br />Facing Resistance: <br />Temporary Permanent Seismic <br />ASD Allow Ele Facing Resistance: 22.5 kips <br />Layer Description <br />1 FILL LAYER <br />2 GLACIAL TILL <br />Applied Loads: <br />Seismic: <br />Horizontal Seismic Coefficient <br />External Load: <br />Apply external load: No <br />Surcharges: <br />Apply Surcharges: Yes <br />Distance from Top of Wall <br />Begin End <br />No. feet feet <br />Soil Properties <br />Unit Weight Fri CtiOn Angle <br />Cohesion <br />Y 0' <br />cl <br />pcf degrees <br />psf <br />------------------------------------------- <br />125 30.0 <br />50 <br />10 0.0 <br />150 <br />Leads <br />Load <br />Load <br />Begin <br />End <br />psf <br />--------------------------- <br />psf <br />see <br />we <br />Factors of Safety <br />Temporary <br />Pe MaOent <br />Seismic <br />Pullout (Distal): <br />2.00 <br />3.00 <br />1.50 <br />Pullout (Proximal): <br />2.00 <br />2.ee <br />1.50 <br />Page 3 <br />75.0 <br />