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

,�•rw�•parr,w\♦rrr,rvv\�.,.,,v,l\\�n„1M\:r.�N,wr�rr,rwr.r.\IMr�rrrl Y\ter IYM\,r�rr�Y\r�rrrvM\r,rNh�w�riMYYr Miwll�...�iiurw�ir�.�w -..i..i..�.�.__--.__� MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center resent Ater m- Tue Dec 13 13 50 4]2016 �r r _ _ CAI sers\chase halso AL)esktoplChase-Desktop Copies\all Design�14011 05W 33 Foul nEN ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity, Fs= 10,86,Meyerhof stress=5646 lb/ft. Foundation Interface:Direct sliding,1's-=3.184, Eccentricity,e/l.=0.0491,Fs-overturning=6.75 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 36.00 5 N/A 1.99 2.11 2.111 26.201 2.092 0.0431 22XT 2 4.67 36.00 4 N/A 1.79 1.81 1.811 32.696 2.561 0.0357 Miragrid 2.. 3 7.33 36.00 4 N/A 1.93 1.95 1.946 31,907 2.762 0.0290 Miragrid 2.. 4 10.00 36.00 4 N/A 2.08 2.10 2.097 30.662 2.997 0.0229 Miragrid 2.. 5 12.67 36.00 3 N/A 1.57 1.58 1.583 29,531 3.273 0.0175 Miragrid I.. 6 15.33 36.00 3 N/A 1.72 1.73 1,734 28.350 3.601 0.0127 Miragrid 1.. 7 18.00 36.00 3 N/A 1.89 1.91 1.913 27.111 4.000 0.0086 Miragrid 1.. 8 20.67 36.00 3 N/A 2.12 2.14 2.142 25.973 4.496 0.0051 Miragrid 1.. 9 23.33 36.00 3 N/A 2.40 2.43 2.428 24.806 5.125 0.0022 Miragrid I.. 10 26.00 36.00 2 N/A 1.72 1.74 1.737 23.572 5.957 -0.0001 Miragrid 7XT 11 28.67 36.00 2 N/A 2.04 2.06 2.056 22.427 7.107 -0.0017 Miragrid 7XT 12 31.33 36.00 1 N/A 1.98 2.00 2.002 21.249 8.798 -0.0027 Miragrid 5XT 13 34.00 36.00 1 N/A 2.54 2.57 2.570 20.021 11,576 -0.0031 Miragrid 5XT 14 36.67 36.00 1 N/A 3.57 3.61 3.605 18.866 17.073 -0.0028 Miragrid 5XT 15 39.33 36.00 l N/A 5.19 5.24 5.245 15.460 34.632 -0.0018 Miragrid 5XT I ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.96,Meyerhof stress=7053 lb/ftz. Foundation Interface: Direct sliding,Fs= 1.791,Eccentricity,e/L -0.1391. Fs-overturning=3.14 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 36.00 5 N/A 1.70 1.80 1.797 16.429 1.180 0.1241 22XT 2 4.67 36.00 4 N/A 1.46 1.48 1.476 19.246 1.448 0.1056 Miragrid 2.. 3 7.33 36.00 4 N/A 1.56 1.57 1.575 18,606 1.567 0.0886 Miragrid 2.. 4 10.00 36.00 4 N/A 1.67 1.69 1.686 17.698 1.707 0.0731 Miragrid 2.. 5 12.67 36.00 3 N/A 1.25 1.26 1.261 16.825 1.872 0.0591 Miragrid L. 6 15.33 36.00 3 N/A 1.35 1.37 1.366 15.917 2.071 0,0466 Miragrid L. 7 18.00 36.00 3 N/A 1.47 1.49 1.490 14.966 2.315 0.0355 Miragrid 1.. 8 20.67 36.00 3 N/A 1.63 1.64 1.642 14.029 2.623 0.0259 Miragrid L. 9 23.33 36.00 3 N/A 1.81 1.83 1.826 13.052 3.019 0.0178 Miragrid L. 10 26.00 36.00 2 N/A 1.26 1.28 1.276 12.006 3.554 0.0110 Miragrid 7XT 11 28.67 36.00 2 N/A 1.45 1.46 1.462 10.927 4.313 0.0056 Miragrid 7XT 12 31.33 36.00 1 N/A 1.35 1.36 1.361 9.752 5.468 0.0017 Miragrid 5XT 13 34.00 36.00 1 N/A 1.62 1.64 1.637 8.427 7.461 -0.0009 Miragrid 5XT 14 36.67 36.00 1 N/A 2.04 2.06 2.057 6.894 11.705 -0.0020 Miragrid 5XT 15 39.33 36.00 1 N/A 2.56 2.59 2.588 4.717 26.969 -0.0017 Miragrid 5XT I i I Soundview Technology Center Page 5 of 5 Copyright 0 1998-201 1 ADAMA Fngineering,Inc. License number MLNL-301 l09