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r „ !tational Concrete Mason' - sociation Page 4 of 6 <br /> Result of External Stabili Static Anal sis <br /> Calculated Design Criteria <br /> FOS Sliding 5,02 >1.50 <br /> FOS Overturning 7.31 >2,00 <br /> FOS Bearing Capacity 51.13 >2.00 <br /> Base Reinforcement Length(L)(ft) 10.80 <br /> Base Reinforcement Ratio(LJH) 0.60 >0.60 <br /> Results of Internal Stability Static Analysis <br /> Layer <br /> SRW Anchor FOS FOS FOS <br /> unit Geosynthetic Elevation Length <br /> Length Overstress Pullout Slide Spacing <br /> Product (ft) (ft) <br /> (ft) >=1.50 >=1.50 >= , o' <br /> 12 <br /> >=2.0 <br /> 12 Comtrac 800 <br /> 16.50 17.00 4.33 42 86 2.27 144.99 'NOT <br /> OK <br /> 6 Comtrac 800 7.50 <br /> 10.80 3.18 17.04 4.64 8.95 "NOT <br /> OK <br /> $ <br /> Comtrac 800 <br /> 6.00 10.80 4.02 42.86 16.89 7.43 OK <br /> Comtrac 800 <br /> 4 4.50 10.80 4.86 38,10 20.42 633 OK <br /> Comtrac 800 <br /> 3 3,00 10.80 5,70 34.29 23.95 5.50 OK <br /> Comtrac 800 <br /> 2 1.50 10.80 6.54 20.32 17.92 4.85 OK <br /> ilie:///C:TTOgrarti%/01:i les%20(x861/NCM AlSIZ Wall%204.0/1teport.htrn 6/25/2015 <br />