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SR Wall (ver 3.22 April 2002) <br />LN 00310349 <br />Results a/Facino SlabPdvAe M <br />SRW Heel Geosynthab'c FOS FOS Shear FOS Connected <br />Unit Elev Type Over- Sheer (datorma0on) Connechon (delonna6'ont <br /># (R/ fuming (peak) (Peak) <br />>1.5 >14 o0.02x He >1.5 <0.75 in <br />22 10.5 none 12.37 >99 OK <br />21 10.0 none 5.56 40.76 OK <br />20 9.5 1 3A1 22.71 OK 3.63 OK <br />19 9.0 none 5.72 <br />18 8.5 none 5.57 <br />17 8.0 none 4.95 29.63 OK <br />18 7.5 1 4.31 14.06 OK 3.53 OK <br />15 7.0 none 4.67 , <br />14 6.5 none 4.61 - <br />13 6.0 none 4.38 20.22 OK <br />12 5.5 1 4.09 9.86 OK 393 OK <br />11 5.0 none 4.17 <br />10 4.5 none 4.1 33.01 OK <br />9 4.0 1 3.96 10.83 OK 4.33 OK <br />8 3.5 none 3.99 <br />7 3.0 none 394 28.8 OK <br />6 2.5 1 3.83 9.5 OK 3.62 OK <br />5 2.0 none 3.82 <br />4 1.5 none 3.76 25.86 OK <br />3 1.0 1 3.67 8.56 OK 2.63 OK <br />2 0.5 none 3.64 - - <br />1 0.0 none 3.58 , <br />Note: calculated values MEET ALL design cntena <br />Detailed Results o7Facino Stab&A M 784 !and Shear <br />SRW Heel Geo Drive Resist Shear Shear Shear <br />Ung Elav Type Moment Moment told Capacity Cap,* <br /># (R) pts -INR) (lbs -RM) gbsm) hoof) (lhsht) <br />Boutin (peak) (defurmatlon) <br />22 10.5 none 2.4 30.0 10.8 1105.7 795.5 <br />21 10.0 none 11.8 65.6 27.8 1134.5 820.9 <br />20 9.5 1 31.3 106.9 518 1163.8 846A <br />19 9.0 none 64.1 3664 •36.1 1193.1 871.9 <br />18 6.5 none 113.3 631.6 0.0 1222.3 897.3 <br />17 8.0 none 182.2 902.5 42.4 1251.6 922.8 <br />18 7.5 1 273.8 1178.9 91.1 12809 948.3 <br />15 7.0 none 391.4 1827.3 -61A 1310.1 973.7 <br />14 6.5 none 538.0 24812 0.0 1339A 999.2 <br />13 8.0 none 717.0 3140.8 67.7 1368.6 1024.7 <br />12 5.5 1 931.3 3806.1 141.7 1397.9 10508 <br />11 5.0 none 1184.3 4933.7 42.5 14278 1073.6 <br />10 4.5 none 1479.0 6066.9 44.1 1456A 1101.1 - <br />9 4.0 1 1818.6 7205.8 137.1 1485.7 1126.6 <br />8 3.5 none 2206.3 8807.0 .52.0 1515.0 1152.0 <br />7 3.0 none 2645.2 10413.9 53.6 15448 1177.5 <br />6 2.5 1 3136.5 12026.4 165.6 1573.5 1203.0 <br />5 2.0 none 3639A 141018 -81.5 1602.8 1228.4 <br />4 1.5 none 4301.1 16181.7 63.1 1632.0 1253.9 <br />3 1.0 1 4976.6 18267.8 194.1 1681.3 1279A <br />2 OS none 57193 20816.3 •143.5 1690.5 1304.9 <br />1 0.0 none 6532.0 23370.4 0.0 1719.8 1330.3 <br />0 t '1 dR Rs OfFacins, S IaNy Anabses IC nnecums <br />SRW Heel Gas Connection Connection Connection <br />Ung FJev Typa Load Capaclq Cepa* <br />If (Po (Its/RI (peak) (delbmagan) <br />(IbsrR) (IbsM) <br />20 9.5 1 117.0 425.4 399A <br />Is 7.5 1 207.5 732.6 706.6 <br />12 59 1 264.6 1039.8 1013.8 <br />9 4.0 1 288.5 1250.0 1240.0 <br />6 2.$ 1 345.4 1250.0 1240.0 <br />3 1.0 1 474.9 1250.0 1240.0 <br />Page 5 <br />