Laserfiche WebLink
• , , Slational Concrete Masonry- —iodation Page 3 (44 <br /> Result of External Stability Seismic Analysis <br /> Calculated Design Criteria <br /> FOS Sliding 1.18 >1.10 <br /> FOS Overturning 119 >1,10 <br /> FOS Bearing Capacity 25.65 >1,50 <br /> Base Footing(3)(ft) 3.92 <br /> Results of Internal Stability Seismic Anal sis <br /> SRW Unit# Heel Elev(ft) FOS Shear <br /> >=1.10 <br /> 7 9.00 34.22 <br /> 6 7.50 13.25 <br /> 5 6.00 670 <br /> 4 4,50 4.00 <br /> 3 3.00 2.66 <br /> 2 1.50 1,89 <br /> file AV:iProgramL.N001:i es%20(x.86 MASS RWal r0204,O/Report.h trn 1 6/25/2015 <br />