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5900 36TH AVE W 2025-01-06
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5900 36TH AVE W 2025-01-06
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Last modified
1/6/2025 3:28:40 PM
Creation date
12/18/2024 2:51:38 PM
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Street Name
36TH AVE W
Street Number
5900
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MSEW Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Dai,or,.— r-oat I]14 10 10 2015 ,Agh6D.—,n I sVASE\V H1,A401 I L,U6 67 Fow BEN <br /> ANALYSIS: CALCULATED FACTORS(Static conditions) <br /> Bearing capacity, Fs=8.48,Meyerhof stress= 1161 lb/lft2. <br /> Foundation Interface: Direct sliding, Fs=2.774, Eccentricity.e/l.=0.0656. Fs-overtumine=5.39 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name <br /> [ft] [ft] # resistance] break] strength] Fs Fs Fs <br /> 1 2.00 6.00 1 N/A 2.72 2.74 2.745 3.785 2.725 0.0272 Miragrid 5XT <br /> 2 4.67 6.00 1 N/A 5.20 5.26 5.256 3.307 5.676 -0.0008 Miragrid 5XT <br /> ANALYSIS:CALCULATED FACTORS(Seismic conditions) <br /> Bearing capacity, Fs=6.02,Meyerhof stress= 1378 lb/ft2. <br /> Foundation Interface: Dirccl sliding,Fs= 1.810,Eccentricity,elf.=0.1340,Fs-overturning=3.19 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name <br /> [ft] [ft] # resistance] break] strength] Fs Fs Fs <br /> 1 2.00 6.00 1 N/A 2.31 2.34 2.337 2.374 1.868 0.0571 Miragrid 5XT <br /> 2 4.67 6.00 1 N/A 4.15 4.19 4.191 1.887 4.423 0.0030 Miragrid 5XT <br /> SOLIndview Business Center Page 5 of 5 <br /> Copyright(D 1999-201 1 ADAMA Engineering,Inc. License number MLNI--301109 <br />
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