5900 36TH AVE W 2025-01-06 - Laserfiche WebLink

...r..•.u..-...w•.�...w........►..._..............-...-.......�....... .....w.._....... ....•,..._........ :.........i..:•:N«.-.:�..w�:::»d.":.:::u+.F+.Ti4u:•.:.r:N::-aii�.Llirw-+.i�o_ - MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center Present Dam'[imc ruc Dcc 13 61 07 51 1016 C 11.'sei dchnse hnlsen'De,Ut(,AChow-Desktop Cnpi�s"W,11 D-gnd 1011 05V50 67 fool BEN ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.57,Meyerhof stress=6892 lb/ft2. Foundation Interface: Direct sliding,Fs=3.123,Eccentricity,e/L=0.0516,Fs-overturning=6.51 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name [ft] [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 43.00 5 N/A 1.63 L72 1.725 31.313 2.034 0.0464 22XT 2 4.67 43.00 5 N/A 2.17 2.29 2.293 39.202 2.155 0.0399 22XT 3 7.33 43.00 4 N/A 1.53 1.55 1.545 38.589 2.610 0.0340 Miragrid 2.. 4 10.00 43.00 4 N/A 1.62 1,64 1.639 37.491 2.783 0.0284 Miragrid 2.. 5 12.67 43.00 4 N/A 1.73 L.75 1.751 36.368 2.979 0.0233 Miragrid 2.. 6 15.33 43.00 4 N/A 1.86 1.88 1.876 35.198 3.203 0.0187 Miragrid 2.. 7 18.00 43.00 4 N/A 2.00 2.02 2.017 33.941 3.463 0.0146 Miragrid 2.. 8 20.67 43.00 3 N/A 1.50 1.52 1.517 32.811. 3.766 0.0108 Miragrid L. 9 23.33 43.00 3 N/A 1.64 1.66 1.655 31.641 4,124 0,0076 Miragrid L. 10 26.00 43.00 3 N/A 1.80 1.82 1.818 30.391 4.556 0,0048 Miragrid L. 11 28.67 43.00 3 N/A 2.00 2.02 2.023 29.270 5.086 0.0024 Miragrid L. 12 31.33 43.00 3 N/A 2.25 2.28 2.276 28.085 5.750 0,0004 Miragrid L. 13 34.00 43.00 2 N/A 1.60 1.61 1.613 26.856 6.611 -0.0011 Miragrid 7XT 14 36.67 43.00 2 N/A 1.87 1.89 1.885 25.712 7.773 -0,0022 Miragrid 7XT 15 39.33 43.00 1 N/A 1.78 1.80 1.802 24.545 9.419 -0.0028 Miragrid 5XT 16 42.00 43.00 1 N/A 2.23 2.25 2.249 23.306 11.972 -0.0031 Miragrid 5XT 17 44.67 43.00 1 N/A 2.98 3.01 3.005 22.153 16.495 -0,0028 Miragrid 5XT 18 47.33 43.00 1 N/A 4.46 4.51 4.508 20.994 27.067 -0.0021 Miragrid 5XT 19 50.00 43.00 1 N/A 10.60 10.70 10.704 23.464 107.633 -0.0006 Miragrid 5XT ANALYSIS: CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.54,Meyerhof stress=8761 lb/ftz. Foundation Interface:Direct sliding, Fs= 1.745,Eccentricity,e/L=0.1473,Fs-overturninv=2.99 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name [ft] IN # resistance] break] strength] Fs Fs Fs 1 2.00 43.00 5 N/A 1.39 1.47 1.470 19.669 1.138 0.1343 22XT 2 4.67 43.00 5 N/A 1.77 1.87 1.874 23,175 1.208 0.1180 22XT 3 7.33 43.00 4 N/A 1.24 1.26 1.256 22.650 1.466 0.1029 Miragrid 2., 4 10.00 43.00 4 N/A 1.31 1.33 1.326 21.842 1.567 0.0887 Miragrid 2.. 5 12.67 43.00 4 N/A 1.39 1.41 1.407 20.989 1.682 0.0756 Miragrid 2.. 6 15.33 43.00 4 N/A 1.48 1.50 1.497 20.108 1.814 0.0636 Miragrid 2.. 7 18.00 43.00 4 N/A 1.58 1.60 1.597 19.178 1.968 0.0527 Miragrid 2.. 8 20.67 43.00 3 N/A 1.18 1.19 1.189 18.284 2.150 0.0427 Miragrid 1.. 9 23.33 43.00 3 N/A 1.27 1.28 1.283 17.360 2.365 0.0338 Miragrid L. 10 26.00 43.00 3 N/A 1.38 1.39 1.391 16,381 2.628 0.0259 Miragrid L. 11 28.67 43.00 3 N/A 1.51 1.52 1.524 15.425 2.955 0.0190 Miragrid L. 12 31.33 43.00 3 N/A 1.66 1.68 1.681 14.409 3.370 0.0131 Miragrid L. 13 34.00 43.00 2 N/A 1.15 1.16 1.163 13.336 3.918 0.0081 Miragrid 7XT 14 36.67 43.00 2 N/A L30 1.32 1.316 12.223 4.674 0.0042 Miragrid 7XT 15 39.33 43.00 1 N/A 1.19 1.21 1.206 1 L020 5.779 0.0012 Miragrid 5XT 16 42.00 43.00 1 N/A 1.40 1.42 1.416 9.668 7.563 -0.0008 Miragrid 5XT 17 44.67 43.00 1 N/A 1.70 1.72 1.722 8.138 10.916 -0.0018 Miragrid 5XT 18 47.33 43.00 1 N/A 2.17 2.19 2.190 6.284 19.511 -0,0019 Miragrid 5XT 19 50.00 43.00 1 N/A 3.14 3.17 3.175 3.954 96.039 -0.0006 Miragrid 5XT Soundview Technology Center Page 5 of 5 Copyright Cc 1999-2011 ADAMA Engineering,[nc. License number MLNL-301109