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

... ............. .... .. ...... MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center P,C,e,,I Da m Tim c, T.c,Dec 13 1,56 41 20 1 u • C.\U,\c 11 a st,h,il-,AD L I,p\C h am-Des k I o p Cop i c M W al I D es ign,\A 0 11 0 5\4 5 33 Foot BF,-N ............ ANALYSIS:CALCULATED FACTORS (Static conditions) Bearing capacity,Fs= 10.72,Meyerhof stress=6180 lb/112. Foundation Interface: Direct.0idine, Vs= 3.155,Eccentricity,e/L=0.0503.Fs-overturning-=6.63 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 39.00 5 N/A 1.82 1.93 1.926 28.385 2.064 0.0447 22XT 2 4.67 39.00 4 N/A 1.63 1.64 L642 35.504 2.511 0.0377 Miragrid 2.. 3 7.33 39.00 4 N/A 1.73 1.75 1.751 34.781 2.688 0.0313 Miragrid 2.. 4 10.00 39.00 4 N/A 1.85 1.87 1.873 33.588 2.892 0.0254 Miragrid 2.. 5 12.67 39.00 4 N/A 2.00 2.02 2.021 32.459 3.127 0.0201 Miragrid 2.. 6 15.33 39.00 3 N/A 1.50 1.52 1.517 31.287 3.401 0.0154 Miragrid L. 7 18.00 39.00 3 N/A 1.64 1.65 1.652 30.039 3.727 0.0112 Miragrid L. 8 20.67 39.00 3 N/A 1.80 1.82 1.821 28.902 4.119 0.0076 Miragrid L. 9 23.33 39.00 3 N/A 2.00 2.02 2.023 27.732 4.598 0.0045 Miragrid L. 10 26.00 39.00 3 N/A 2.25 2.27 2.272 26.489 5,201 0.0019 Miragrid I.. 11 28.67 39.00 2 N/A 1.60 1.62 1.616 25.359 5.983 -0.0001 Miragrid 7XT 12 31.33 39.00 2 N/A 1.87 1.88 1.885 24.177 7.032 -0.0016 Miragrid 7XT 13 34.00 39.00 1 N/A 1.78 1.80 1.798 22.954 8.530 -0.0026 Miragrid 5XT 14 36.67 39.00 1 N/A 2.23 2.25 2.253 21.802 10.845 -0.0030 Miragrid 5XT 15 39.33 39.00 1 N/A 2.97 3.00 3.003 20.637 14.925 -0,0029 Miragrid 5XT 16 42.00 39.00 1 N/A 4.45 4.50 4.498 19.404 24.536 -0.0023 Miragrid 5XT 17 44.67 39.00 1 N/A 10.60 10.70 10.704 21.635 97.607 -0.0007 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.76,Meyerhof stress=7783 lb/ft2. Foundation Interface:Direct sliding.Fs= 1.769,Eccentricity,ell,=0.1429,Fs-overturning=3.07 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product Elevation Length Type [Pullout [connection Igeogrid strength resistance sliding e/L name 1111 [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 39.00 5 N/A L55 1.64 1,644 17.857 1.159 0.1289 22XT 2 4.67 39.00 4 N/A 1.33 1.34 1.342 21.003 1.414 0.1114 Miragrid 2.. 3 7.33 39.00 4 N/A 1,41 1.42 1.424 20.408 1.518 0.0952 Miragrid 2.. 4 10.00 39.00 4 N/A 1.50 1.51 1.513 19.535 1.638 0.0803 Miragrid 2.. 5 12.67 39.00 4 N/A 1.60 1.62 1.620 18.670 1.777 0.0667 Miragrid 2.. 6 15.33 39.00 3 N/A 1.19 1.21 L206 17.777 1.941 0.0543 Miragrid I.. 7 18.00 39.00 3 N/A 1.29 1.30 1.300 16.835 2.138 0.0432 Miragrid L. 8 20.67 39.00 3 N/A 1.40 1.42 1.415 15.918 2.376 0.0334 Miragrid L. 9 23.33 39.00 3 N/A 1.53 1.55 1.550 14.967 2.671 0.0248 Miragrid L. 10 26.00 39.00 3 N/A 1.69 1.71 1,711 13.956 3.048 0.0173 Miragrid L. 11 28.67 39.00 2 N/A 1.18 1.19 1.189 12.946 3.546 0.0111 Miragrid 7XT 12 31.33 39.00 2 N/A 1.33 1.35 1.347 11,860 4.228 0,0061 Miragrid 7XT 13 34.00 39.00 1 N/A 1.22 1.24 1.236 10.685 5.233 0.0023 Miragrid 5XT 14 36,67 39.00 1 N/A 1.45 1.46 1.462 9.409 6,851 -0.0003 Miragrid 5XT 15 39.33 39.00 1 N/A 1.77 1.79 1.786 7.951 9,875 -0.0017 Miragrid 5XT 16 42.00 39.00 1 N/A 2.27 2.29 2,293 6.161 17.687 -0.0020 Miragrid 5XT 17 44.67 39.00 1 N/A 3.36 3.40 3.399 3.937 87.093 -0.0007 Miragrid 5XT SOUndview Technology Center Page 5 of 5 Copyright(0 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109