Laserfiche WebLink
• <br /> ' ' , .1•1•Stional Concrete !viasonssociation Page 4 of 6 <br /> Result of External Stability Static Analysis <br /> Calculated Design Criteria <br /> FOS Sliding 502 >1.50 <br /> FOS Overturning 7.32 >2.00 <br /> - <br /> FOS Bearing Capacity 47 27 > 2.00 <br /> Base Reinforcement Length(L)(ft) 12.60 <br /> Base Reinforcement Ratio(LIR) 0.60 >0.60 <br /> Results of Internal Stability Static Analysis <br /> SRVV th tElevation Length Anchor FOS FOS FOS Layer <br /> Geosyn e icSpacing <br /> Unit (ft) (ft) Length Overstress Pullout Slide <br /> 4, , Product <br /> (ft) >=1.50 >=1.50 >=1.50 ' <br /> >=2.0 <br /> 14 Comtrac8" 19.50 19,00 4.65 42.86 2.44 154.01 'NOT <br /> OK <br /> Comtrac 800 *NOT <br /> 8 10,50 12.60 3.30 17.04 4.82 10.24 <br /> OK <br /> 7 Corntrac 800 <br /> 9.00 12.60 4.14 42.86 17.38 8.56 OK <br /> 6 Comtrac 800 7.50 12.60 4.98 38.10 20.92 7.33 OK <br /> Corntrac 800 <br /> 5 6.00 12.60 5.82 34.29 24.45 6.40 OK <br /> 4 <br /> Comtrac 800 4.50 12.60 6.,66 31.17 27.98 5.67 OK <br /> - - <br /> Comtrac 800 <br /> 3 3,00 12.60 7.50 28.57 31.52 5.08 OK <br /> r 2 Comtrac 800 <br /> -- <br /> 1.50 12.60 8.34 17.25 22.93 4.60 OK <br /> . .................._ _ ......._ _ -------------------------------- <br /> . <br /> UI le: -"C:/Prograni%20Files%20(x86)INCMA/S1(Wall":0204.0/Report,htnil 6/26/2015 <br />