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

MSEW--Mechanically Stabilized Earth Walls Soundview Business Center Pre.seni DatoTirnc Tue Oct 13 14:06 54 26- C IlJ4tPWMIN Files\4011 1AA14 67 Foot BEN ............ ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs=8.70,Meyerhof stress=2248 lb/ft2. Foundation Interface: Direct sliding, Fs=2.770. Fccenirickv.e/l. 0.0684, Fs-overturning-524 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product 4 Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name IN [ft] 4 resistance] break] strength] Fs Fs Fs t 2.00 12.00 2 N/A 1.59 1.61 1.607 8.399 2.273 0.0478 Miragrid 7XT 2 4.67 12.00 1 N/A 1.98 2.00 2.003 9.646 2.839 0.0259 Miragrid 5XT 3 7.33 12.00 1 N/A 2.55 2.58 2.575 8.469 3.762 0.0100 Miragrid 5XT 4 10.00 12.00 1 N/A 3.56 3.60 3.600 7.267 5.595 0,0002 Miragrid 5XT 5 12.67 12.00 1 N/A 5.20 5.26 5.256 5.322 11.496 -0.0033 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=5.30,Meyerhof stress=2881 lb/ft2. Foundation Interface: Direct sliding.Fs= 1.659,Eccentricity,e/L=0.1632,Fs-overturning=2.71 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] 4 resistance] break] strength] Fs Fs Fs 1 2.00 12.00 2 N/A 1.35 1.36 1.365 5.247 1.379 0.1166 Miragrid 7XT 2 4.67 12.00 1 N/A 1.59 1.61 1.605 5.547 1.765 0.0667 Miragrid 5XT 3 7.33 12.00 1 N/A 1.99 2.01 2.013 4.701 2.425 0.0305 Miragrid 5XT 4 10.00 12.00 1 N/A 2.67 2.69 2.695 3.798 3.835 0.0074 Miragrid 5XT 5 12.67 12.00 1 N/A 3.69 3.73 3.726 2.582 8.959 -0,0024 Miragrid 5XT Soundview Business Center Page 5 of 5 Copyright,K) 1998-2011 ADAMA Engineering,Inc, License iwinber M[M.-301109