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, • Nuionat Concrete Masonr) Page 3 of 4 <br /> Result of External Stability Seismic Analysis <br /> Calculated Design Criteria <br /> FOS Sliding '1.05 >110 <br /> FOS Overturning '0.96 > 1.10 <br /> FOS Bearing Capacity 6.70 >1.50 <br /> Base Footing(B)(ft) 3.92 <br /> Results of Internal Stability Seismic Analysis <br /> FOS Shear <br /> SRW Unit# Heel Elev(ft) <br /> >=1.10 <br /> 3 <br /> 10.50 34.22 <br /> 7 <br /> 9.00 13.26 <br /> 6 7.50 6.70 <br /> 5 6.00 4.00 <br /> 4 4.50 2.66 <br /> 3 3.00 1.89 <br /> 2 1.50 1.42 <br /> iile:///C:/Program%2OFiIes%20(x86)/NCMA/S 6/25/2015 <br />