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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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� .�..,er�a�r.w�.....eu.R.......+w.T....:wr......•wnc..,.nwv.',:�:awr.•w...leuv.�.N+wvay....ro�r.,wl. a.wNLWI'�NIYIMY�NMIf�iwwNYY�T�HWrt'\w�N .T...r.�.$idv�.:Nwnti...l. <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time. Thu Feb 09 14:18:30 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\32 Foot Tlered.BEN <br /> .i nv v..,,��.o imv..MrosrsEw...,bronsEwv�oro.rsewv.,,a,oAiscwv <br /> ANALYSIS: CALCULATED FACTORS(Static conditions) <br /> Bearing capacity,Fs= 11.87,Meyerhof stress=4087 lb/ft2. <br /> Foundation Interface: Direct sliding.Fs=2.964 Eccentricity,e/L=0.0414 Fs-overturning=6.41 <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 28.00 4 N/A 1.71 1.73 1.731 20.340 2.226 0.0292 Miragrid 2.. <br /> 2 4.67 28.00 3 N/A 1.64 1.66 1.655 24.328 2.399 0.0129 Miragrid L. <br /> 3 7.33 28.00 3 N/A 1.80 1.82 1.820 22.931 2.599 -0.0035 Miragrid L. <br /> 4 10.00 28.00 3 N/A 2.00 2.02 2.019 21.524 2.835 -0.0207 Miragrid L. <br /> 5 12.67 28.00 3 N/A 2.25 2.28 2.276 20.217 3.116 -0.0393 Miragrid L. <br /> 6 15.33 28.00 2 N/A 1.60 1.62 1.615 18.882 3.451 -0.0606 Miragrid 7XT <br /> 7 18.00 28.00 2 N/A 1.86 1.88 1.881 17.569 3.859 -0.0870 Miragrid 7XT <br /> 8 20.67 28.00 2 N/A 1.84 1.85 1.854 13.241 4.352 -0.1239 Miragrid 7XT <br /> 9 23.33 18.00 1 N/A 3.07 3.11 3.105 18.514 5.067 0.0163 Miragrid 5XT <br /> 10 26.00 18.00 1 N/A 2.97 3.00 2.997 11.914 6.955 0.0085 Miragrid 5XT <br /> 11 28.67 18.00 1 N/A 4.46 4.50 4.504 10.290 11.391 0.0031 Miragrid 5XT <br /> 12 31.33 18.00 1 N/A 10.56 10.67 10.668 10.092 44.514 0.0002 Miragrid 5XT <br /> ANALYSIS: CALCULATED FACTORS(Seismic conditions) <br /> Bearing capacity,Fs=8.04,Meyerhof stress=4964 lb/ft2. <br /> foundation Intcrt',tce: Direct sliding. Is - 1.734, Eccentricity,e/L=0.1224,Fs-overturninp,=3.28 <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 1 <br /> i <br /> 1 2.00 28.00 4 N/A 1.49 1.51 1.505 13.155 1.318 0.0982 Miragrid 2.. <br /> 2 4.67 28.00 3 N/A 1.37 1.38 1.384 14.870 1.449 0.0672 Miragrid L. <br /> 3 7.33 28.00 3 N/A 1.50 1.51 1.514 13.898 1.611 0.0374 Miragrid L. <br /> 4 10.00 28.00 3 N/A 1.65 1.67 1.668 12.918 1.820 0.0083 Miragrid L. <br /> 5 12.67 28.00 3 N/A 1.84 1.86 1.863 11.975 2.581 -0.0335 Miragrid L. <br /> 6 15.33 28.00 2 N/A 1.29 1.31 1.307 11.006 3.007 -0.0575 Miragrid 7XT <br /> 7 18.00 28.00 2 N/A 1.49 1.50 1.500 10.033 3.558 -0.0857 Miragrid 7XT <br /> 8 20.67 28.00 2 N/A 1.49 1.51 1.508 7.774 4.233 -0.1231 Miragrid 7XT <br /> 9 23.33 18.00 1 N/A 2.14 2.16 2.157 8.741 3.106 0.0304 Miragrid 5XT <br /> 10 26.00 18.00 1 N/A 2.15 2.17 2.168 5.941 4.477 0.0147 Miragrid 5XT <br /> 11 28.67 18.00 1 N/A 2.95 2.98 2.978 4.549 8.027 0.0047 Miragrid 5XT <br /> 12 31.33 18.00 1 N/A 5.11 5.16 5.164 3.008 39.312 0.0002 Miragrid 5XT <br /> I <br /> I � <br /> ....•... ..••.. .......... .. ....rM1YYYmrNUlrf 4wNWlt NIWV1.�4 .'bn..eetlY�V.�NwY'Yner. 1pIfY...leYrlf NIOIVY..wNrlr.wNlAfT.�NNRYY.w.N1M�alr�liM�Twl1Up�T�r N--bA'Z�- ' <br /> Soundview Business Center Page 5 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> t'a�Www••esnR_�vv�±n.wn..�loluaa.w.NrYr.«.N31u't....l•uux,o..uwu..�wWLM111�1o1�ivwnwaFs€n.vmmwtscv' 1r�.LJ1yR'.WrWtMI.SMM11MRfYl'�auyYali�7rusEwl'wr[uuw va.>•e--,_ <br />
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