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� <br />� M82W-Mechanically Stabilized Earth Walls Sovodvimv Business Center <br />� Present Dateffinic.��.��/�.������.��.�`` ~.~`-~~.~-...._~°~,~-...^`_...~-~-,._-- . --. - C V����y� .L"L��F0...~* <br /> ANALYSIS:CALCULATED FACTORS(Static conditions) <br /> Bearing capacity, Pa~8.43.Mcyerbof stress~978W0t2. <br /> Foundation Interface:Direct slidin-cy,I's=2.795,Eccentricity,e/l.=0.0633, F-overturniniz�5.53 <br /> 0BOGm|o CONNECTION <br /> Fo*,eru| I'o'overu( Fs-overall G*owid Pullout Direct Eccentricity Product <br /> # Elevation Length Type [nu||oot |oouneotiou [x*ox7id urm,ogth n,uiamoocr sliding e/L nwn* <br /> IN [0 # resistance] break] strength] po po po <br /> 1 2.00 5.00 1 N/& 3]6 3.39 3.390 3.006 3.020 0.0191 K4imndd5XT <br /> 2 4.67 5.00 | N/A 10.00 10J0 10704 3.331 12.388 '0.0035 Mimgdd5%T <br /> ANALYSIS:CALCULATED FACTORS(Seismic conditions) <br /> Bearing capacity,Po=6.29.Meye,hof stress~ 1)]3 |h/ft2. <br /> Foundation Interface:Direct slidinp <br /> GD0GRlD CONNECTION <br /> I'a'uv*uU Po'vwxall Px'ov*udl Gnog,id Pullout Direct Eccentricity Product <br /> # E|mmdoo Length Type [Pullout [connection [nron,id strength nsimuuon sliding ,/L oumo <br /> yg IfU # u,oioumur} bn,uW mn,ogthl Po Px Po <br /> | 2.00 5.00 | N/A 294 2.97 2.966 1.962 2.177 0.0380 Mbugrid5XT <br /> 2 4.67 5.00 | N/A 8.05 8.13 8.129 1.776 11.053 '0.0032 Mimgbd5XT <br /> _...., _.-._._.-..-.._.^..-.~. ...... - <br /> noummww Business Center Page 5mr5 <br /> Copyright w/998-20// AoAmA Engineering,Inc, License number wLwLoo/1ov <br />