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

1w-wNNNfi V.�.NNN.'t'w�N41lNV.w.wN44V\w+NYMw1.n..0VLLM\"w..NNYY t'r.g11NYV.wN1Wfi\Y...IYYN.'Vw..ININW I'.�.NLI{Y1'w.NWM\1�lgbN\'ww•1.4N.tw-...4Hvt�....Vf.M't+.w NM\'nw�\NNr.'t w..NYNM\'wwlONllM t'w.+1�-- MSEW--Mechanically Stabilized Earth Walls Soundview Business Center Present Date/Time: Thu Feb 09 13:36:00 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\40 Foot Tiered,BEN ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 12.78,Meyerhof stress=4858 lb/ftz. Foundation Interface: Direct sliding,Fs=2.952,Eccentricity,e/L=0.0304,Ps-overturning=6.57 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall I 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 35.00 5 N/A 2.06 2.08 2.082 25.892 2.193 0.0199 Miragrid 2.. 2 4.67 35.00 4 N/A 1.86 1.88 1.876 31.248 2.324 0.0059 Miragrid 2.. 3 7.33 35.00 4 N/A 2.00 2.02 2.020 29.871 2.470 -0.0083 Miragrid 2.. 4 10.00 35.00 4 N/A 2.16 2.18 2.185 28.444 2.635 -0.0232 Miragrid 2.. 5 12.67 35.00 3 N/A 1.64 1.66 1.655 27.137 2.823 -0.0389 Miragrid L. 6 15.33 35.00 3 N/A 1.80 1.82 1.820 25.770 3.036 -0.0561 Miragrid L. 7 18.00 35.00 3 N/A 2.00 2.02 2.019 24.386 3.281 -0.0758 Miragrid L. 8 20.67 35.00 3 N/A 1.83 1.85 1.848 18.663 3.561 -0.0994 Miragrid L. 9 23.33 25.00 2 N/A 2.17 2.20 2.197 28.292 3.926 0.0276 Miragrid 7XT 10 26.00 25.00 2 N/A 1.86 1.88 1.881 19.389 4.600 0.0201 Miragrid 7XT 11 28.67 25.00 1 N/A 1.78 1.80 1.801 18.067 5.560 0.0137 Miragrid 5XT 12 31.33 25.00 1 N/A 2.23 2.25 2.252 16.707 7.037 0.0085 Miragrid 5XT 13 34.00 25.00 1 N/A 2.97 3.00 2.997 15.453 9.660 0.0044 Miragrid 5XT 14 36.67 25.00 1 N/A 4.46 4.50 4.504 14.315 15.821 0.0016 Miragrid 5XT 15 39.33 25.00 1 N/A 10.56 10.67 10.668 15.276 61.826 0.0001 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=8.76,Meyerhof stress=5869 lb/ft2. Foundation Interface:Direct sliding,Fs= 1.733 Eccentricity.e1L=0.1113 Fs-overturning=3.35 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 35.00 5 N/A 1.81 1.83 1.831 17.029 1.301 0.0912 Miragrid 2.. 2 4.67 35.00 4 N/A 1.58 1.59 1.594 19.533 1.402 0.0651 Miragrid 2.. 3 7.33 35.00 4 N/A 1.69 1.71 1.709 18.559 1.522 0.0398 Miragrid 2.. 4 10.00 35.00 4 N/A 1.82 1.84 1.840 17.557 1.667 0.0148 Miragrid 2.. 5 12.67 35.00 3 N/A 1.37 1.39 1.386 16.605 1.849 -0.0102 Miragrid L. 6 15.33 35.00 3 N/A 1.50 1.51 1.514 15.615 2.083 -0.0355 Miragrid L. 7 18.00 35.00 3 N/A 1.65 1.67 1.666 14.609 2.404 -0.0622 Miragrid L. 8 20.67 35.00 3 N/A 1.55 1.56 1.562 11.585 3.523 -0.0991 Miragrid L. 9 23.33 25.00 2 N/A 1.64 1.65 1.654 14.908 2.251 0.0572 Miragrid 7XT 10 26.00 25.00 2 N/A 1.48 1.49 1.490 10.971 2.678 0.0405 Miragrid 7XT 11 28.67 25.00 1 N/A 1.38 1.39 1.394 9.887 3.306 0.0267 Miragrid 5XT 12 31.33 25.00 1 N/A 1.67 1.68 1.684 8.720 4.314 0.0157 Miragrid 5XT 13 34.00 25.00 1 N/A 2.10 2.12 2.124 7.494 6.219 0.0076 Miragrid 5XT 14 36.67 25.00 1 N/A 2.86 2.88 2.885 6.070 11.149 0.0024 Miragrid 5XT 15 39.33 25.00 1 N/A 4.81 4.86 4.858 4.230 54.600 0.0001 Miragrid 5XT I 1 .w...IOVUv\4r,NNN V.Vr 1�ltlMfivr NNNN'\vr,NwNMYr NY\Il'Vrlllanfi l'r Il44YVNr.N Vxw.Vl \'w IV.�NV1111'... NIYafiVr/l YIN /AIYe IYNfiV'�lw I Y4�N, HMlfiKlwl flNl'VwNrr V.NR4w.-Ii . Soundview Business Center Page 5 of 5 Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 INrYI)pYi ti`um]¢-11L:W1'usml¢YYl\'r1lIILL'l.\rIIllYllrNllllb'\'nr1YYLLfi.\'.�lY}{SEM'1'u IIJYgIrllWl�:.\aNlY1011lrLWt4'IM�Il1WIX\'uum)As15€W.Y��]DAISEW_1'uvm]A,SLSE\4',y,,gu;UfL[q,'.Vr>OM5E4'1'mup]A?LL4\\'avn].o LLS�'1"mm]AYLL\.)muol9-_