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

.++..1M,I,w.,,Kl..».,,.M,•1.-..„...,_...M..,.w...r..�...rM..»...MAi,w,IM1.Iw..,N.\\.w11 \r.�I Mi..�...�y1i1.....W.......,MM..�.,....,...�.,VY.Ir.yllNrl,� ..i«n.,.....,�'"i�.�.._ MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center Present Dale/Tinie rue Dec 1'13 14 422016 C.1lJsers\chase hnlscoUSesktuplChase Desktop CopicsMA DesignsW 011 05vS3 33 Four BEN ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10,50,Meyerhof stress=7249 lb/ftz. Foundation Interface:Direct sliding,Fs� 3.109,Eccentricity,a/11=0.0522,Fs-overturning=6.45 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 l 2.00 45.00 5 N/A 1.55 1.64 1.639 32.776 2.021 0.0472 22XT 2 4.67 45.00 5 N/A 2.05 2.17 2.173 41.042 2.134 0.0410 22XT 3 7.33 45.00 5 N/A 2.17 2.29 2.293 40.497 2.260 0.0351 22XT 4 10.00 45.00 4 N/A 1.53 1,54 1.542 39.434 2.738 0.0297 Miragrid 2.. 5 12.67 45.00 4 N/A 1.63 1.64 1.642 38.318 2.919 0.0248 Miragrid 2.. 6 15.33 45.00 4 N/A 1.73 1.75 1.751 37.150 3.124 0.0202 Miragrid 2.. 7 18.00 45.00 4 N/A 1.85 1.87 1.873 35.892 3.359 0.0161 Miragrid 2.. 8 20.67 45.00 4 N/A 2.00 2.02 2.021 34.769 3.631 0.0124 Miragrid 2.. 9 23.33 45.00 3 N/A 1.50 1.52 1.517 33.586 3.947 0.0091 Miragrid 1.. 10 26.00 45.00 3 N/A 1.64 1.65 1.652 32.350 4.323 0.0062 Miragrid L. 11 28.67 45.00 3 N/A 1.80 1.82 1.821 31,220 4.775 0.0037 Miragrid 1.. 12 31.33 45.00 3 N/A 2.00 2.02 2.023 30.037 5.327 0.0016 Miragrid 1.. 13 34.00 45.00 3 N/A 2.25 2.27 2.272 28.792 6.024 -0.0001 Miragrid 1.. 14 36.67 45.00 2 N/A 1.60 1.62 1.616 27.670 6,926 -0.0015 Miragrid 7XT 15 39.33 45.00 2 N/A 1.87 1.88 1.885 26.490 8.136 -0.0024 Miragrid 7XT 16 42.00 45.00 1 N/A 1.78 1.80 1.798 25.250 9.864 -0.0029 Miragrid 5XT 17 44.67 45.00 1 N/A 2.23 2.25 2,253 24.103 12.536 -0.0030 Miragrid 5XT 18 47.33 45.00 1 N/A 2.97 3.00 3.003 22.944 17.244 -0.0028 Miragrid 5XT 19 50.00 45.00 1 N/A 4.45 4.50 4.498 21.708 28.333 -0.0020 Miragrid 5XT 20 52.67 45.00 1 N/A 10.60 10.70 10.704 24.372 112.646 -0.0006 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.44,Meyerhof stress=9254 Ib/ft2. Foundation Interface:Direct sliding,Fs r 1.734. Eccentricity.e/l.=0.1492.Fs-overturning=2.96 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 45.00 5 N/A 1.32 1.40 1.396 20.575 1.129 0.1367 22XT 2 4.67 45.00 5 N/A 1.68 1.78 1.775 24.254 1.194 0.1210 22XT 3 7.33 45.00 5 N/A 1.76 1.86 1.865 23,772 1.267 0.1063 22XT 4 10.00 45.00 4 N/A 1.24 1.25 1.248 22.989 1.538 0.0925 Miragrid 2.. 5 12.67 45.00 4 N/A 1.31 1.32 1.320 22.142 1.644 0.0797 Miragrid 2., 6 15.33 45.00 4 N/A 1.39 1.40 1.399 21.268 1.764 0.0679 Miragrid 2.. 7 18.00 45.00 4 N/A 1.47 1.49 1.486 20.343 1.902 0.0570 Miragrid 2.. 8 20.67 45.00 4 N/A 1.57 1.59 1.589 19.460 2.064 0.0471 Miragrid 2.. 9 23.33 45.00 3 N/A 1.17 1.18 1.181 18.539 2.253 0.0381 Miragrid I.. 10 26.00 45.00 3 N/A 1.26 1.27 1.272 17.582 2.479 0.0301 Miragrid 1„ 11 28.67 45.00 3 N/A 1.37 1.38 1.382 16.638 2.755 0.0229 Miragrid I,. 12 31.33 45.00 3 N/A 1.50 1.51 1.511 15.647 3.095 0.0167 Miragrid I.. l3 34,00 45.00 3 N/A 1.65 1.66 1.663 14,598 3.530 0.0114 Miragrid I.. 14 36.67 45.00 2 N/A 1.14 1.15 1.153 13.543 4.104 0.0069 Miragrid 7XT 15 39.33 45.00 2 N/A 1.29 1.30 1.301 12.403 4.892 0.0034 Miragrid 7XT 16 42.00 45.00 1 N/A 1.18 1.19 1.188 11.155 6.052 0.0008 Miragrid 5XT 1 17 44.67 45.00 1 N/A 1.38 1.40 1.397 9.798 7.919 -0.0010 Miragrid 5XT 18 47.33 45.00 1 N/A 1.67 1.69 1.690 8.240 11.409 -0.0019 Miragrid 5XT 19 50.00 45.00 1 N/A 2,12 2.14 2.138 6.330 20.424 -0.0018 Miragrid 5XT 20 52.67 45.00 1 N/A 3.04 3.07 3.073 3.961 100.512 -0.0006 Miragrid 5XT Soundview Technology Center Page 5 of 5 Copyright C0 1998-201 1 ADAMA Engineering,Inc. License number MIMA01109