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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'�..NL1NfYN.hYM�\rNYlfrt�,NWv\tw„NMILMN�v->1MMYf�NpIMYw�HMYYNw�IIWtt�\',r�..WY\v)1111TN�ttfWK�'w.{:uw�v.�ITwr-"v`w..::uw"��,.Nrw.d..Nrrsay..n`w..�>.�e.sarl.w,v"..:-.-ii:un'-w::u <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 14:05:55 2017 C:\Users\henry wright0ocuments\MSEW Files\4011 LnL\34 67 Foot Tiered.BEN <br /> ANALYSIS: CALCULATED FACTORS(Static conditions) <br /> Bearing capacity,Fs= 12.06,Meyerhof stress=4337 lb/ftz. <br /> Foundation Interface:Direct sliding,Fs=2.915,Eccentricity,e/L=0.0384,Fs-ovcrturnina=6.32 <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 30.00 4 N/A 1.58 1.60 1.599 21.929 2.180 0.0265 Miragrid 2.. <br /> 2 4.67 30.00 3 N/A 1.50 1.52 1.517 26.328 2.332 0.0106 Miragrid L. <br /> 3 7.33 30.00 3 N/A 1.64 1.65 1.655 24.934 2.507 -0.0055 Miragrid L. <br /> 4 10.00 30.00 3 N/A 1.80 1.82 1.817 23.511 2.708 -0.0223 Miragrid L. <br /> 5 12.67 30.00 3 N/A 2.00 2.02 2.023 22.179 2.943 -0.0404 Miragrid L. <br /> J 6 15.33 30.00 3 N/A 2.25 2.28 2.275 20.872 3.217 -0.0607 Miragrid L. <br /> 7 18.00 30.00 2 N/A 1.60 1.61 1.612 19.520 3.541 -0.0851 Miragrid 7XT <br /> 8 20.67 30.00 2 N/A 1.52 1.54 1.538 14.777 3.920 -0.1171 Miragrid 7XT <br /> 9 23.33 20.00 2 N/A 3.07 3.10 3.098 21.452 4.445 0.0214 Miragrid 7XT <br /> 10 26.00 20.00 1 N/A 2.22 2.25 2.247 14.176 5.630 0.0132 Miragrid 5XT <br /> 11 28.67 20.00 1 N/A 2.97 3.00 3.001 12.759 7.728 0.0069 Miragrid 5XT <br /> 12 31.33 20.00 1 N/A 4.45 4.50 4.500 11.330 12.625 0.0025 Miragrid 5XT <br /> 13 34.00 20.00 1 N/A 10.53 10.63 10.633 11.972 49.461 0.0001 Miragrid 5XT <br /> ANALYSIS: CALCULATED FACTORS(Seismic conditions) <br /> Bearing capacity,Fs=8.14,Meyerhof stress=5280 Ib/ft2. <br /> Foundation Interface: Direct sliding,Fs= 1.710 Eccentricity,e/L=0.1208 Fs-overturning=3.24 <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 30.00 4 N/A 1.38 1.40 1.398 14.291 1.294 0.0976 Miragrid 2.. <br /> 2 4.67 30.00 3 N/A 1.27 1.28 1.278 16.258 1.411 0.0677 Miragrid 1.. <br /> 3 7.33 30.00 3 N/A 1.37 1.39 1.387 15.285 1.554 0.0388 Miragrid L. <br /> 4 10.00 30.00 3 N/A 1.50 1.51 1.514 14.295 1.734 0.0104 Miragrid L. <br /> 5 12.67 30.00 3 N/A 1.66 1.67 1.673 13.338 1.971 -0.0180 Miragrid L. <br /> 6 15.33 30.00 3 N/A 1.85 1.86 1.865 12.390 2.891 -0.0584 Miragrid L. <br /> 7 18.00 30.00 2 N/A 1.29 1.31 1.307 11.405 3.334 -0.0841 Miragrid 7XT <br /> 8 20.67 30.00 2 N/A 1.26 1.27 1.275 8.913 3.845 -0.1165 Miragrid 7XT <br /> 9 23.33 20.00 2 N/A 2.22 2.24 2.240 10.693 2.643 0.0417 Miragrid 7XT <br /> 10 26.00 20.00 1 N/A 1.69 1.70 1.704 7.545 3.451 0.0246 Miragrid 5XT <br /> 11 28.67 20.00 1 N/A 2.15 2.17 2.167 6.347 4.975 0.0119 Miragrid 5XT <br /> 12 31.33 20.00 1 N/A 2.94 2.97 2.967 4.990 8.893 0.0038 Miragrid 5XT <br /> 13 34.00 20.00 1 N/A 5.07 5.12 5.116 3.543 43.680 0.0002 Miragrid 5XT <br /> �"�ACvri:::l:�.�::"wva.::lourvi'ri:iiwr::�„:u.:r'"u.in�."ri�i'ue:_"__-.'"io'S wn3::iietv�«.aiwc�v�.auu�•.wii:ervu.�.N�'�'i.:1"L.Trrw�»11'w�i�..,wi�aw:.-iu.i�a�uvuei::ii__�._� <br /> Soundview Business Center Page 5 of 5 <br /> Copyright© 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> ?'.rMYY�\wnwuuf,h�aalWarrWWs.v.am.µ>Is[a.vwm>oauEwl�Y>Wimw,�a15Euv�wu YlwLYltlrtaY,YFE?v'.v%�PIIYtLp1�lYMMi11�rYfWi�wMltOtywwNWYKtSrx4lgNLY�iN»rtA�MM�7�wxscu•xw�ouscw„v:w�u_ -___ <br />
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