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

....•rx. +..r•wn..�.r1w•..�.,.w•�.uxw....xw•,•..xp•••,�.,,,•...,..,r,,,.,,.,..., ,...., ...._.•w,.,.... .•._:r•.rww...xr••.�.uxi•�•r..•..-:.•x.ri.::r:•M•r�:�,r f.....,. .._.- IvISEW-- Mechanically Stabilized L,arth Walls Soundview Technology Center Present 0n0e1 rime lug nee 13 13-5v_08 2016 C 14A156 V)"Mopictlase-noskrop Copie-,'W ll Desigosi4011 05\46 67 root BEN ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10,68,Meyerhof stress=6357 Ib/ftz. Foundation Interface: Direct sliding,I's=3.146,Eccentricity,e/1.=0.0506,Fs-overturning=6.60 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 40.00 5 N/A 1.77 1.87 1.872 29.117 2.056 0.0451 22XT 2 4.67 40.00 4 N/A 1.58 1.59 1.592 36.432 2.496 0.0383 Miragrid 2.. 3 7.33 40.00 4 N/A 1.68 1.69 1.695 35.746 2,667 0.0320 Miragrid 2.. 4 10.00 40.00 4 N/A 1.79 1.81 1.808 34.559 2.862 0.0262 Miragrid 2.. 5 12.67 40.00 4 N/A 1.93 1.95 1.946 33.440 3.086 0.0210 Miragrid 2.. 6 15.33 40.00 4 N/A 2.08 2.10 2.101 32.262 3.346 0.0163 Miragrid 2.. 7 18.00 40.00 3 N/A 1.56 1.58 1.580 31.019 3.652 0.0121 Miragrid 1.. 8 20.67 40.00 3 N/A 1.72 1.73 1.734 29.879 4.018 0.0084 Miragrid L. 9 23.33 40.00 3 N/A 1.90 1.92 1.917 28.716 4.461 0.0053 Miragrid L. 10 26.00 40.00 3 N/A 2.12 2.14 2.138 27.465 5.O11 0.0026 Miragrid I.. 11 28.67 40.00 3 N/A 2.40 2,43 2.428 26.331 5.713 0.0005 Miragrid L. 12 31.33 40.00 2 N/A 1.72 1.74 1.740 25.156 6.635 -0.0011 Miragrid 7XT 13 34.00 40.00 2 N/A 2.03 2.05 2.053 23.926 7.913 -0.0023 Miragrid 7XT 14 36.67 40.00 1 N/A 1.98 2.00 2.003 22.784 9.800 -0,0029 Miragrid 5XT 15 39.33 40.00 1 N/A 2.55 2.58 2.575 21.612 12.879 -0.0031 Miragrid 5XT 16 42.00 40.00 1 N/A 3.56 3.60 3.600 20.386 18.986 -0.0027 Miragrid 5XT 17 44.67 40.00 1 N/A 5.20 5.26 5.256 16.789 38,658 -0.0016 Miragrid 5XT ANALYSIS: CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6,70,Meyerhof stress=8026 lb/ft2. Foundation Interface: Direct sliding, Fs= 1.762,Eccentricity,e/L-0.1441, Fs-overturning=3.05 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 40.00 5 N/A 1.50 1.59 1.592 18.237 1.154 0.1303 22XT 2 4.67 40.00 4 N/A 1.28 1.30 1.297 21.444 1.404 0.1131 Miragrid 2.. 3 7.33 40.00 4 N/A 1.36 1.37 1.373 20.872 1.503 0.0972 Miragrid 2.. 4 10.00 40.00 4 N/A 1.44 1.46 1.456 20.008 1.618 0.0825 Miragrid 2.. 5 12.67 40.00 4 N/A 1.54 1.56 1.555 19.151 1.751 0.0690 Miragrid 2.. 6 15.33 40.00 4 N/A 1.65 1.67 1.666 18.260 1.906 0.0568 Miragrid 2.. 7 18.00 40.00 3 N/A 1.23 1.24 1.241 17.328 2.089 0.0457 Miragrid I.. 8 20.67 40.00 3 N/A 1.33 1.35 1.346 16.416 2.311 0.0358 Miragrid 1.. 9 23.33 40.00 3 N/A 1.45 1.47 1.467 15.479 2,582 0.0271 Miragrid 1.. 10 26.00 40.00 3 N/A 1.59 1.61 1.611 14.476 2.924 0.0195 Miragrid I.. It 28.67 40.00 3 N/A 1.77 1.79 1.791 13.480 3.366 0.0131 Miragrid 1.. 12 31.33 40.00 2 N/A 1.24 1.25 1.250 12.422 3.959 0.0078 Miragrid 7XT 13 34.00 40.00 2 N/A 1.41 1.42 1.424 11.278 4.802 0.0037 Miragrid 7XT 14 36.67 40.00 1 N/A 1.31 1.32 1.323 10.061 6.092 0.0006 Miragrid 5XT 15 39.33 40.00 1 N/A 1.57 1.58 1.583 8.691 8.301 -0.0013 Miragrid 5XT 16 42.00 40.00 1 N/A 1.95 1.97 1.970 7.068 13.016 -0.0020 Miragrid 5XT 17 44.67 40.00 1 N/A 2.43 2.46 2.458 4.800 30.127 -0.0015 Miragrid 5XT Soundview Technology Center Page 5 of 5 Copyright'c_> 1991-201 1 ADAMA Engineering,Inc_ License number MLNL-301109