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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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- 1'r�1�Wa'au�NWYa'�HL4r'1Ti�.TWtW�'r\NAM\'\'�ri•.�YYrIt1WY\'�lilNtYwwNYYY4 rV��l. a�.N N 4r.MrV r-�.•Nrt'\.r,.uy�'a'rle\,�\ewNYnwar\•WEYVr11..u1YVr. <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> V Presen[Dnlime: Thu Feb 09 13:55:59 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\37.33 Foot Tiered.BEN <br /> ANALYSIS: CALCULATED FACTORS(Static conditions <br /> Bearing capacity,Fs= 12.75,Meyerhof stress=4578 Ib/ft2. <br /> Foundation Interface: Direct slidin Fs=2.985 Eccentricity,e/L=0.0316 Fs-overturning=6.66 <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 33.00 5 N/A 2.21 2.23 2.229 24.294 2.224 0.0207 Miragrid 2.. <br /> 2 4.67 33.00 4 N/A 2.00 2.02 2.021 29.272 2.367 0.0062 Miragrid 2.. <br /> 3 7.33 33.00 3 N/A 1.50 1.52 1.517 27.897 2.529 -0.0086 Miragrid 1.. <br /> 4 10.00 33.00 3 N/A 1.64 1.65 1.652 26.464 2.715 -0.0241 Miragrid 1.. <br /> 5 12.67 33.00 3 N/A 1.80 1.82 1.821 25.144 2.928 -0.0406 Miragrid L. <br /> 6 15.33 33.00 3 N/A 2.00 2.02 2.023 23.810 3.173 -0.0590 Miragrid L. <br /> 7 18.00 33.00 3 N/A 2.25 2.27 2.272 22.440 3.458 -0.0804 Miragrid L. <br /> 8 20.67 33.00 3 N/A 2.10 2.12 2.117 17.114 3.789 -0.1071 Miragrid L. <br /> 9 23.33 23.00 2 N/A 2.55 2.57 2.571 25.563 4.232 0.0237 Miragrid 7XT <br /> 10 26.00 23.00 1 N/A 1.78 1.80 1.798 17.299 5.116 0.0162 Miragrid 5XT <br /> 11 28.67 23.00 1 N/A 2.23 2.25 2.253 15.948 6.481 0.0100 Miragrid 5XT 1 <br /> 12 31.33 23.00 1 N/A 2.97 3.00 3.003 14.635 8.887 0.0052 Miragrid 5XT <br /> 13 34.00 23.00 1 N/A 4.45 4.50 4.498 13.386 14.555 0.0019 Miragrid 5XT <br /> 14 36.67 23.00 1 N/A 10.60 10.70 10.704 14.669 57.648 0.0001 Miragrid 5XT <br /> ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br /> Bearing capacity,Fs=8.82,Meyerhof stress=5504 Ib/ft2. <br /> Foundation Interface: Direct sliding,Fs= 1.753 Eccentricity,e/L=0.1 104 Fs-overturnin =3.41 <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 33.00 5 N/A 1.94 1.96 1.958 15.944 1.320 0.0895 Miragrid 2.. <br /> 2 4.67 33.00 4 N/A 1.70 1.71 1.713 18.239 1.431 0.0623 Miragrid 2.. <br /> 3 7.33 33.00 3 N/A 1.27 1.28 1.280 17.265 1.564 0.0360 Miragrid L. <br /> 4 10.00 33.00 3 N/A 1.37 1.39 1.387 16.256 1.729 0.0100 Miragrid I.. <br /> 5 12.67 33.00 3 N/A 1.50 1.52 1.518 15.293 1.940 -0.0159 Miragrid I.. <br /> 6 15.33 33.00 3 N/A 1.66 1.67 1.673 14.317 2.220 -0.0424 Miragrid L. <br /> 7 18.00 33.00 3 N/A 1.84 1.86 1.861 13.311 3.302 -0.0797 Miragrid I.. <br /> 8 20.67 33.00 3 N/A 1.76 1.78 1.775 10.500 3.736 -0.1067 Miragrid I.. <br /> 9 23.33 23.00 2 N/A 1.88 1.90 1.904 13.161 2.464 0.0478 Miragrid 7XT <br /> 10 26.00 23.00 1 N/A 1.39 1.40 1.399 9.541 3.042 0.0315 Miragrid 5XT <br /> 11 28.67 23.00 1 N/A 1.68 1.70 1.695 8.398 3.974 0.0186 Miragrid 5XT <br /> 12 31.33 23.00 1 N/A 2.12 2.14 2.145 7.172 5.721 0.0090 Miragrid 5XT <br /> 13 34.00 23.00 1 N/A 2.89 2.92 2.915 5.765 10.257 0.0029 Miragrid 5XT <br /> 14 36.67 23.00 1 N/A 4.91 4.96 4.963 4.150 50.987 0.0001 Miragrid 5XT <br /> I <br /> ,.�,.u...,.-. .", . .. .. ,.,,..:.wv�ae"-'-'ivar..w�-'uwuurrr.�:Nw`re."�"••.�\w.:aiwv\�.iewrvr.rwrra...N',iv4'i�rwex�..iwari..-:,�iiw.�,'Tr:u ra.:iiuu�e :,eau:,--. .. <br /> Soundview Business Center Page 5 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> \'�lilm/f)-®wrscwa�mnpiscKsxrlplMlx�.nwuscu'Waawxscx'trl.IW�\'�.n.auuw swe�„�»wuse���.aeYlil'Jr�ousc�\�„uvsEcm..wsssE,Ca„o,,,uv.srx'�mwwxscx'�v>wwxscx.y••_mrow�rttruuscv v_.mwiuusca'S,.�wuscx4...,, _" <br />
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