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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center Present Dalerline Tuc Oct 17 13 59 05 2015 C kUsers\henty wright\Docu mcn1s\M SEW Files\401 I LnL\l 7 33 Foot BEN ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.87,Meyerhof stress=2513 lb/ft. Foundation Interface:Direct sliding,Fs=-3.200. Eccentricity,e/L-0.0479. Fs-overturnimp 6.86 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity I Product # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name resistance] break] strength] Fs Fs Fs 1 2.00 16.00 3 N/A 2.17 2.20 2.196 11.410 2.567 0,0349 Miragrid L. 2 4.67 16.00 2 N/A 2.04 2.06 2.056 13.550 3.078 0.0206 Miragrid 7XT 3 7.33 16.00 1 N/A 1.98 2.00 2.002 12.376 3.830 0.0097 Miragrid 5XT 4 10.00 16.00 1 N/A 2.54 2.57 2.570 11.167 5.065 0.0020 Miragrid 5XT 5 12.67 16.00 1 N/A 3.57 3.61 3.605 9.999 7.508 -0.0023 Miragrid 5XT 6 15.33 16.00 1 N/A 5.19 5.24 5.245 7.702 15.312 -0.0031 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=7.55,Meyerhof stress=3015 lb/ft'. Foundation Interface: Direct sliding, Fs= 1.891,Eccentricity,e/l,=0.1231. Fs-overtUrnine=147 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product 4 Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name [ft] [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 16.00 3 N/A 1.86 1.87 1.875 7.180 1.532 0,0926 Miragrid L 2 4.67 16.00 2 N/A 1.64 1.66 1.661 7.878 1.868 0.0587 Miragrid 7XT 3 7.33 16.00 1 N/A 1.57 1.58 1.582 6.974 2.380 0,0324 Miragrid 5XT 4 10.00 16.00 1 N/A 1.94 1.96 1.964 6.008 3.264 0.0134 Miragrid 5XT 5 12.67 16.00 1 N/A 2.57 2.60 2.600 4.966 5.147 0.0018 Miragrid 5XT 6 15.33 16.00 1 N/A 3.47 3.51 3.506 3.454 11,924 -0.0025 Miragrid 5XT SoundvieW Business Center Page 5 of 5 Copyright Oc 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109