2320 106TH ST SW 2022-08-29 - Laserfiche WebLink

MSEW--Mechanically Stabilized Earth Walls Proposed Storage Building Preset)!DMell'iroc FO Jan OR 13 P4 2 2t. G)11SERS.Coecser11.0posod Etc"age t3odcfing1NISI:Walk\7Compact Kcyalonc BEN ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 10.02,Meyerhof stress= 1681 lb/ft2. 'tclation Interface:Direct sliding,Fs= 1.874,Eccentricity,e/L=0.1683,Fs-overtuming=2.87 GEOGRID CONNECTION Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [ft] [ft] # strength] strength] Fs Fs Fs 1 0.67 6.00 1 4.45 4.57 4.567 7.937 1.682 0.1462 Mirafi 5XT 2 2.00 6.00 1 4.17 4.28 4.284 5.190 1.861 0.1062 Mirafi 5XT 3 4.00 6.00 1 5.14 5.28 5.279 3.068 2.210 0.0555 Mirafi 5XT 4 5.33 6.50 I 5.09 5.22 5.221 1.620 2.734 0.0236 Mirafi 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=8.71,Meyerhof stress= 1803 lb/ft2. Foundation Interface:Direct sliding,Fs= 1.572.Eccentricity,e/L=0.2102.Fs-overtumin. =2.32 GEOGRID CONNECTION Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [connection [geogrid strength resistance sliding e/L name [It] [ft] # strength] strength] Fs Fs Fs 1 0.67 6.00 1 3.11 3.92 3.917 5.117 1.423 0.1804 Mirafi5XT 2 2.00 6.00 1 2.98 3.77 3.766 3.462 1.606 0.1275 Mirafi 5XT 3 4.00 6,00 1 3.68 4.65 4.649 2.052 1.987 0.0631 Mirafi 5XT 4 5.33 6.50 1 3.66 4.63 4.627 1.092 2.553 0.0256 Mirafi 5XT -.........,,.„...”A•rovv.....tway.....“4-kutt s.:,,s/nras s";:t. ealw,..,,,,-;;Tra‘i;:...t.nrxri,....:irtr-Try Z.,....41..s.,.......try..........mr+7,7ZZtr.rs'iV.4.:./wqrro.:17.-- Proposed Storage Building Page 6 of 6 ' Copyright©1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 3..41406113mitAtaLlisbook112114Astoro#4,940G11,60.1114.31.14,06.ImemakMacC3.46.1/3t4thate..4.60.11444..dowalkNOKb..4.1600.601044%.74.44,441.0.&144.1somi..... .LOWE.V.00sikAttWeaa41010105.... .*-....$1441Amo.V.,.....,