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

_...�..._.:. W..._..........I— ........I_...........,-......... ._. ...,_... ...,......... ..r... �._...,..........._...�. _..._.............«..,....,,.. MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center Prescnl Dale(l ime Toe Dec 13 13 53 00 2016 C:\Userslchase helsen\Desktop\Chasc-Desktop Copies\wall Designs\4011 05142 67 Cool BEN .._ ................ ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.81,Meyerhof stress=5823 lb/ft. Foundation Interface:Direct sliding,,Fs=3.174, Eccentricitv.e/L=0.0495, I:s-overturning,=6.71 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 I 1 2.00 37.00 5 N/A 1.93 2.05 2.046 26,942 2.083 0.0436 22XT 2 4.67 37.00 4 N/A 1.73 1.75 1.751 33.639 2.543 0.0364 Miragrid 2.. 3 7.33 37.00 4 N/A 1.86 1.88 1,876 32.882 2.736 0.0298 Miragrid 2.. 4 10.00 37.00 4 N/A 2.00 2.02 2.017 31.636 2.959 0.0238 Miragrid 2.. 5 12.67 37.00 3 N/A 1.50 1.52 1.517 30.508 3.220 0.0184 Miragrid L. 6 15.33 37.00 3 N/A 1.64 1.66 1.655 29.327 3.528 0.0136 Miragrid L. 7 18.00 37.00 3 N/A 1.80 1.82 1.818 28.087 3.900 0.0095 Miragrid 1.. 8 20.67 37.00 3 N/A 2.00 2.02 2.023 26.952 4,356 0.0059 Miragrid L. 9 23.33 37.00 3 N/A 2.25 2.28 2.276 25.786 4.927 0,0030 Miragrid L. 10 26.00 37.00 2 N/A 1.60 1.61 1.613 24.552 5.669 0.0006 Miragrid 7XT 11 28.67 37.00 2 N/A 1.87 1.89 1.885 23.409 6.668 -0.0012 Miragrid 7XT 12 31.33 37.00 1 N/A 1.78 1.80 1.802 22.232 8.085 -0.0024 Miragrid 5XT 13 34.00 37.00 1 N/A 2.23 2.25 2.249 21.004 10.281 -0.0030 Miragrid 5XT 14 36.67 37.00 1 N/A 2.98 3.01 3.005 19.852 14.173 -0.0030 Miragrid 5XT 15 39.33 37.00 1 N/A 4.46 4.51 4.508 18.682 23.270 -0.0024 Miragrid 5XT 16 42.00 37.00 1 N/A 10.60 10.70 10.704 20.731 92.594 -0.0007 Miragrid 5XT ANALYSIS: CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.89,Meyerhof stress=7295 lb/ftz. Foundation Interface:Direct slidine,Fs= 1.784,Eccentricity,ell.=0.1404,Fs-overturning=3.12 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 37.00 5 N/A 1.65 1.75 1.747 16.964 1.173 0.1258 22XT 2 4.67 37.00 4 N/A 1.42 1.43 1,432 19.908 1.436 0.1076 Miragrid 2.. 3 7.33 37.00 4 N/A 1.51 1.53 1.525 19.289 1.550 0.0909 Miragrid 2.. 4 10.00 37.00 4 N/A 1.61 1.63 1.628 18.380 1.682 0.0756 Miragrid 2.. 5 12.67 37.00 3 N/A 1.20 1.21 1.215 17.510 1.838 0.0617 Miragrid I.. 6 15.33 37.00 3 N/A 1.30 1.31 1.312 16.604 2.024 0.0492 Miragrid L. 7 18.00 37.00 3 N/A 1.41 1.43 1.425 15.657 2.250 0.0381 Miragrid I.. 8 20.67 37.00 3 N/A 1.55 1.56 1.564 14.727 2.531 0.0284 Miragrid L. 9 23.33 37.00 3 N/A 1.71 1.73 1.730 13.760 2.888 0.0201 Miragrid L. 10 26.00 37.00 2 N/A 1.19 1.20 1.200 12.727 3.359 0.0131 Miragrid 7XT 11 28.67 37.00 2 N/A L35 1.36 1.364 11.672 4.010 0.0074 Miragrid 7XT 12 31.33 37.00 1 N/A 1.24 1.26 1.255 10.532 4.960 0.0031 Miragrid 5XT 13 34.00 37.00 1 N/A 1.47 1.48 1.484 9.264 6.495 0.0000 Miragrid 5XT 14 36.67 37.00 1 N/A 1.80 1.82 1.822 7.838 9.379 -O.00l7 Miragrid 5XT 15 39.33 37.00 1 N/A 2.33 2.35 2.353 6.106 16.774 -0.0020 Miragrid 5XT 16 42.00 37.00 1 N/A 3.49 3.52 3.524 3.931 82.620 -0.0007 Miragrid 5XT Soundview"technology Center Page 5 of 5 Copyright c)1998-2011 ADAMA Engineering,Inc. License number MLNI..-301109 .. .. .i.-. ii ..... -.. v. . ... ...�..:%.1• .r..N�. .��i...-r...�. ....W„r13A:.1w.1141.rf.v,..�.u.Jlt� -..u.c...n.sr�..�VWYNr.:::.i,«...Va...M..