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• nzitional Concrete Masonry_--ioeiatitm <br /> Page 3 of 4 <br /> Result of External Stability Seismic Analysis <br /> Calculated Design Criteria <br /> FOS Sliding 1.35 >110 <br /> FOS Overturning 1.53 > 1.10 <br /> FOS Bearing Capacity 51.26 >1,50 <br /> Base Footing(B)(ft) 3,92 <br /> Results of Internal Stabilin Seismic Analysis <br /> SRW Unit# Heel Elev(ft) FOS Shear <br /> 6 7,50 34.22 <br /> 5 6.00 13.25 ; <br /> 4 4.50 6,70 <br /> 3 3.00 4.00 <br /> 2 1.50 2.66 <br /> I i 'C;:PRigram°70101:iles%20(x86)/N('N4 A.'S Wall%204.0/Report.litm I 6//51,015 <br />