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

.......,•...,...,.•,.„ .,.....•,..,._-uwrv....uwrvr..f•wrw n rr...unrwvw..umwg..�u�n...urfsw..f•an.vn...n nwv.�u •rvwf.wwr...u.w.r...r.wrvw.f•w.fw...nwwv..-nwwrw.una f.�.0 . MSEW--Mechanically Stabilized Earth Walls Soundview Business Center Present Date/Time: Thu Feb 09 13:37:04 2017 C:\Users\henry wright\Documents\MSEW Files\4011 LnL\38.67 Foot Tiered,BEN __....,-,. -.•,i,,. .,.wcy...1•wcv.-...VN�rw--.•Mttc•.--IONIfaY'm►/)1n•\'.r.l�rMw\j!!�._u�Y ._I�NI•El�c.•INw\`�w•�M.N'MIawNY,H,�.�'TNMNT1•w�rl V4itw�NMSww.lr._ Wry'..�. _A^.�-7NRi_•Rr_ ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 12.77,Meyerhof stress=4717 lb/ftz. Foundation Interface: Direct sliding.Fs=2.967,Eccentricity,e/L=0.0309,Fs-overturning=6.61 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [pullout [connection rgeogrid strength resistance sliding e/L name [ft] [ft] # resistance] break] strength] Fs Fs Fs 1 1 2.00 34.00 5 N/A 2.13 2.15 2.153 25.091 2.207 0.0203 Miragrid 2., 2 4.67 34.00 4 N/A 1.93 1.95 1.945 30.277 2.344 0.0060 Miragrid 2.. 3 7.33 34.00 4 N/A 2.08 2.10 2.101 28.900 2.497 -0.0086 Miragrid 2.. 4 10.00 34.00 3 N/A 1.56 1.58 1.580 27.439 2.672 -0.0237 Miragrid L. 5 12.67 34.00 3 N/A 1.72 1.73 1.734 26.128 2.872 -0.0399 Miragrid L. 6 15.33 34.00 3 N/A 1.90 1.92 1.916 24.789 3.099 -0.0576 Miragrid L. 7 18.00 34.00 3 N/A 2.12 2.14 2.137 23.410 3.363 -0.0782 Miragrid L. 8 20.67 34.00 3 N/A 1.95 1.97 1.973 17.889 3.666 -0.1032 Miragrid L. 9 23.33 24.00 2 N/A 2.35 2.37 2.369 26.960 4.065 0.0257 Miragrid 7XT 10 26.00 24.00 2 N/A 2.03 2.05 2.051 18.367 4.831 0.0182 Miragrid 7XT 11 28.67 24.00 1 N/A 1.98 2.00 2.001 16.986 5.962 0.0119 Miragrid 5XT 12 31.33 24.00 1 N/A 2.55 2.57 2.572 15.680 7.805 0.0068 Miragrid 5XT 13 34.00 24.00 1 N/A 3.56 3.59 3.594 14.423 11.458 0.0031 Miragrid 5XT 14 36.67 24.00 1 N/A 5.18 5.23 5.233 11.635 23.185 0.0007 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=8.79,Meyerhof stress=5685 lb/ftz. Foundation Interface: Direct sliding.Fs= 1.742•Eccentricity,e/L=0.1108. Fs-overtuming=3.38 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 34.00 5 N/A 1.87 1.89 1.888 16.431 1.310 0.0903 Miragrid 2.. 2 4.67 34.00 4 N/A 1.63 1.65 1.646 18.821 1.416 0.0637 Miragrid 2.. 3 7.33 34.00 4 N/A 1.75 1.77 1.770 17.849 1.542 0.0378 Miragrid 2.. 4 10.00 34.00 3 N/A 1.31 1.32 1.325 16.826 1.696 0.0123 Miragrid L. 5 12.67 34.00 3 N/A 1.43 1.44 1.444 15.873 1.892 -0.0131 Miragrid L. 6 15.33 34.00 3 N/A 1.57 1.58 1.584 14.899 2.147 -0.0390 Miragrid L. 7 18.00 34.00 3 N/A 1.73 1.75 1.752 13.895 2.505 -0.0666 Miragrid L. 8 20.67 34.00 3 N/A 1.64 1.66 1.657 10.998 3.621 -0.1029 Miragrid I.. 9 23.33 24.00 2 N/A 1.74 1.76 1.762 13.966 2.348 0.0526 Miragrid 7XT 10 26.00 24.00 2 N/A 1.59 1.61 1.606 10.216 2.840 0.0361 Miragrid 7XT 11 28.67 24.00 1 N/A 1.51 1.52 1.523 9.082 3.594 0.0226 Miragrid 5XT 12 31.33 24.00 1 N/A 1.86 1.88 1.876 7.910 4.887 0.0123 Miragrid 5XT 13 34.00 24.00 1 N/A 2.42 2.44 2.442 6.609 7.655 0.0051 Miragrid 5XT 14 36.67 24.00 1 N/A 3.20 3.23 3.230 4.701 17.732 0.0010 Miragrid 5XT iv:.eriiTrii:.:u4sw'rr:.n m�f:ii�•iiiuiir..�revR'a•u..:`r>xur4�iotius�n.:io�inav".:.:i-aieiv�":::•:."C.e.'"".C..::iiiirir:'r"...:'i.wiir-C'�:.sriri�.:"Tui{'irr:.iaw.w�� rr... nnsr.... v�>. w.. . Soundview Business Center Page 5 of 5 Copyright© 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 _�wvseu-s,,.,,,ws<scw-rw„wusEw v..,o,>assWtru.iscw;v�wssscni xousEr_:..poza.uscu-�3uvuw�.xossscw•r•,.,3n uscw�>ovsc �wssuu•f-wwxuusEwv�>AYYalrfeuuwtw.n iule�rw e�YrYY�Y111Yr}�wssuvw.n>s-._-