Laserfiche WebLink
( <br />SQWall (ver 3.22 Apri1 2002) <br />LN 0511135 <br />Oc[ailed Resu1[s of Znternul S[abili[y Analyses� <br />SRW Geosyn Elev Allo���able :ensilo Pullou[ Sliding Slidinq <br />Oni[ Type (fU Strenq[h Load Capacity Forre Capaci[y <br />M (!bs/ftl (lbs/f[1 (1bs/I[) (Ibs/ft) (Ibs/ft) <br />3 <br />2 <br />1 5.0 �11.1 11{6.2 581.1 376.0 2301.3 <br />1 2.5 dll.l 1337.5 1�30.9 896.0 37�1.6 <br />Page 5 <br />Rcsults of Facing S[ability (Sr.ismtcl Analyses: <br />SRW Hr.el Ceosyn[hetic FOS FOS Shear FOS Connec[ion <br />Unit Elev Type Over- Shear (deforma[ion) Connection (detorma[ion) <br />M (fU turninq (peakl (peak) <br />> 1.1 > 1.1 < 0.02 x Hu > 1.1 < U.75 in <br />3 5.0 1 1.2 I.BS OR 1.38 OA <br />2 2.5 1 0.85� 1.71 OR 1.38 OR <br />1 0.0 none 0.72� - - _ _ <br />Note: • value tloes NOT MEET design criterion (2 occucrences) <br />Detviled Resul[s oI Facing SLabili[y Analyses (Momen[ and Shear): <br />SFW Heel Gco Drive Res•.5[ She�r Shear Shear <br />Uni[ Elev Typc Moment Moment Load Capacity Capaci[y <br />N (fU (lbs-f[/fU (Ibs-tt/fU (lbs/fU (lbs/fU (lbs/ff.) <br />rou[ -in (peakl (deforma[ioni <br />3 5.0 1 910.8 1093.8 7�2.8 1375.0 1375.0 <br />2 2.5 1 37B5.1 3215.3 C2d.6 2000.0 2000.0 <br />1 0.0 none 8835.< 636<.6 0.0 2000.0 2000.0 <br />UeCailed Resul[s of Facinq S[abiliCy Analyses (Connections): <br />SRW ffeel Geo Connec[ion Connection Connec[ion <br />Unit Elev Type f,oad Capacity Capacity <br />M (fU �16�/fU (peakl (deforma[ionl <br />(Ibs/fU (]bs/ft1 <br />3 5.0 1 liC6.2 1586.9 1586.9 <br />z 2.5 1 1337.5 1850.0 1850.0 <br />