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

\�x�11.Igr vx,.,lal.pr\-w11Ynr•v�r.l,Nfr\ru,lYvr I�WF.r,1,1p1Y\'r-IIY�\xrrr VRr\w..�Nrv.�..N�.,.n.+.nl:,n.....n,r\wl,vg11,r1\VLLr\w...Nlrv.....Niw..r NLRYYx.�I,\ofr.\r.l vW.w.l\ryrv.,..1. MSEW--Mechanically Stabilized Earth Walls Soundview Business Center Present Date/Time: Thu Feb 09 12:16:51 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\44 Foot Tiered BEN ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 12.75,Meyerhof stress=5298 lb/ftz. Foundation Interface:Direct slidine,Fs=2.919,Eccentricity,e/L=0.0295,Fs-overturning=6.47 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 38.00 5 N/A 1.87 1.89 1.894 28.270 2.159 0.0197 Miragrid 2.. 2 4.67 38.00 4 N/A 1.68 1.69 1.694 34.229 2.276 0.0065 Miragrid 2.. 3 7.33 38.00 4 N/A 1.79 1.81 1.811 32.860 2.404 -0.0069 Miragrid 2.. 4 10.00 38.00 4 N/A 1.92 1.94 1,942 31.399 2.547 -0.0207 Miragrid 2.. 5 12.67 38.00 4 N/A 2.08 2.10 2.101 30.063 2.708 -0.0352 Miragrid 2.. 6 15.33 38.00 3 N/A 1.57 1.58 1.583 28.727 2.887 -0.0508 Miragrid L. 7 18.00 38.00 3 N/A 1.71 1.73 1.731 27.307 3.090 -0.0681 Miragrid L. 8 20.67 38.00 3 N/A 1.54 1.55 1.552 20.989 3.319 -0.0881 Miragrid L. 9 23.33 28.00 3 N/A 2.87 2.90 2.904 32.378 3.608 0.0328 Miragrid L. 10 26.00 28.00 3 N/A 2.40 2.42 2.423 22.433 4.098 0.0254 Miragrid L. 11 28.67 28.00 2 N/A 1.72 1.74 1.740 21.134 4.746 0.0189 Miragrid 7XT 12 31.33 28.00 2 N/A 2.04 2.06 2.056 19.798 5.636 0.0133 Miragrid 7XT 13 34.00 28.00 1 N/A 1.98 2.00 1.998 18.446 6.955 0.0087 Miragrid 5XT 14 36.67 28.00 1 N/A 2.55 2.57 2.574 17.254 9.116 0.0050 Miragrid 5XT 15 39.33 28.00 1 N/A 3.57 3.60 3.602 15.827 13.368 0.0023 Miragrid 5XT 16 42.00 28.00 1 N/A 5.18 5.23 5.233 12.525 27.049 0.0005 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=8.60,Meyerhof stress=6449 lb/ftz. Foundation Interface:Direct sliding. Fs_ 1.710. Eccentricity,e/L=0.1135,Fs-overturnine=3.27 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 38.00 5 N/A 1.65 1.66 1.663 18.547 1.277 0.0947 Miragrid 2.. 2 4.67 38.00 4 N/A 1.42 1.44 1.437 21.349 1.366 0.0702 Miragrid 2.. 3 7.33 38.00 4 N/A 1.52 1.53 1.531 20.386 1.470 0.0463 Miragrid 2.. 4 10.00 38.00 4 N/A 1.62 1.63 1.635 19.369 1.593 0.0228 Miragrid 2.. 5 12.67 38.00 4 N/A 1.74 1.76 1.760 18.407 1.743 -0.0006 Miragrid 2.. 6 15.33 38.00 3 N/A 1.31 1.32 1.318 17.446 1.929 -0.0241 Miragrid L. 7 18.00 38.00 3 N/A 1.42 1.43 1.432 16.431 2.170 -0.0485 Miragrid L. 8 20.67 38.00 3 N/A 1.31 1.32 1.318 13.119 2.499 -0.0744 Miragrid L. 9 23.33 28.00 3 N/A 2.19 2.21 2.212 17.330 2.035 0.0698 Miragrid L. 10 26.00 28.00 3 N/A 1.93 1.94 1.945 12.927 2.336 0.0531 Miragrid L. 11 28.67 28.00 2 N/A 1.36 1.37 1.374 11.900 2.741 0.0386 Miragrid 7XT 12 31.33 28.00 2 N/A 1.57 1.59 1.589 10.818 3.313 0.0265 Miragrid 7XT 13 34.00 28.00 1 N/A 1.48 1.50 1.499 9.673 4.193 0.0166 Miragrid SXT 14 36.67 28.00 1 N/A 1.83 1.84 1.844 8.496 5.709 0.0090 Miragrid SXT 15 39.33 28.00 1 N/A 2.37 2.39 2.390 7.029 8.931 0.0037 Miragrid 5XT 16 42.00 28.00 1 N/A 3.10 3.13 3.134 4.869 20.688 0.0007 Miragrid 5XT Ixr II,WII\.w N 44V\'w IYI,Y\xr1,WiYA�NIWtYr NMltt�wltWlV 1'rM WfYYxr1Y4YW\Y.�NM{Y\}�+NMIIMCwr,�NlltYMr1WY�'�r1ylAtCw�N1Wt\LwvWMYYwH WITl'r�H/1l'tYw.NM11>tKrr1IN{�Yr I,4YrYxxx I. Soundview Business Center Page 5 of 5 Copyright©1998-201 l ADAMA Engineering,Inc. License number MLNL-301109 Q,u4x.rx..uo..,ewaw,�,_�ana�w>•�,.,.rrw�ru,uuww..iuw..>�.i+usra-sn,.awor.v._._,••w �,n,uw--xw.�,.awc�_.�.