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' SRWaII(ver 3.22 Apri12002) Pa e 5 <br /> 9 <br /> ' LN U0310349 <br /> Resu7solFacinanabil'dvMahse• <br /> ' SRW Heel Geasynthetic FOS FOS Shear FOS Connection <br /> Unit Elev Type Over- Shear (delormab'on) Connection (de(ormeh'on) <br /> � (R) NminD (Peak) (Peak) <br /> >1.5 �1.5 <0.02zHu >1.5 �0.751n <br /> 22 10.5 nona 12.37 a99 OK <br /> ' 21 10.0 none 5.58 10.78 OK : : <br /> 40 9.5 1 �.41 22.71 OK 3.83 OK <br /> 19 9.0 none 5.72 <br /> 18 8.5 none 5.57 • . <br /> 17 8.0 none 4.95 29.53 OK <br /> � 16 7.5 1 4.31 14.08 OK 3.5� OK <br /> 15 7.0 nona 4.67 <br /> 14 6.5 none 4.81 <br /> 13 8.0 none 4.38 20.22 OK . <br /> 72 S.S 1 4.09 9.86 OK 3.93 OK <br /> 11 5.0 nona 4.17 . . <br /> , 10 4.5 none 4.1 33.01 OK : : <br /> 9 4.0 1 3.96 10.87 OK 1.33 OK <br /> B 3.5 none 3.99 <br /> 7 3.0 none 3.94 28.8 OK <br /> 8 2.5 1 3.83 9,5 OK 3.62 OK <br /> 5 2.0 none 3.82 • . <br /> , 4 1.5 none 3.18 25.88 OK : : <br /> 3 1.0 1 3.87 8.56 OK 2.83 OK <br /> 2 0.5 none 3.64 <br /> 1 0.0 nono 3.58 • . , , <br /> Note:calculated values MEET ALL design criteria <br /> , Petailed ResuRs olFacina ttabil'dvMalvsee iMoment and Shearl <br /> SRW Heel Geo Drive Resist Shear Shear Shear <br /> , Unit Elev Type Moment Moment Load Capacity Capacity <br /> � (R) (Ibs-R/RJ (Ibs-B/RJ (Ibs/1t) (Ibslft) (Ibs/R) <br /> +out-in (peak) (dePorma6onJ <br /> 22 10.5 none 2.4 30.0 70.8 1105.3 795.5 <br /> ' 21 10.0 none 11.8 65.6 27.8 1134.5 820.9 <br /> 20 9.5 1 31.5 108.9 512 7161.8 848A <br /> 19 9.0 none 64.1 366A •36.1 1193.1 871.9 <br /> 18 8.5 none 113.3 631.6 0.0 17]2.3 897.3 <br /> 17 8.0 none 182.2 902.5 �2.4 1251.8 922.8 <br /> 18 7.5 1 273.8 1778.8 91.7 1280.8 946.3 <br /> ' 15 7.0 none 391.4 1827.3 •61.4 1310.1 973.7 <br /> 14 8.5 none 538.0 24811 0.0 1339.4 999.2 <br /> 13 8.0 none 717.0 3140.8 87.7 1368.6 f024.7 <br /> 12 5.5 1 971.3 3806.1 141.7 1397.9 1050.2 <br /> 11 5.0 none 1184.3 4937.7 �42.5 14271 1075.6 <br /> 10 4.5 none 1479.0 6088.9 44.1 1456.4 1101.1 <br /> ' 9 4.0 1 1818.8 7205.8 131.1 1485.1 1126.6 <br /> 8 3.5 none 2208.3 8807.0 •52.0 1515.0 1152.0 <br /> 7 3.0 none 26451 10413.9 53.8 15442 �17�,g <br /> 8 ]•5 1 3138.5 12028.4 165.8 1573.5 1203.0 <br /> 5 2,0 none 3689.4 74101.2 -61.5 1602.8 1228.4 <br /> 4 1.5 none 4301.7 18181.7 63.1 1832.0 1253.9 <br /> , 3 1.0 1 4976.8 18261.8 19d.1 16B1.3 1279.4 <br /> 2 0.5 none 57192 20816.7 •143.8 1690.5 1304.8 <br /> 1 0.0 none 6532.0 23370.4 0.0 1719,8 1330.3 <br /> ' DetailedResuMsolFacinaSte6il'MAna/vses!onneHion�• <br /> SRW Heel Geo Connection Connedion Connection <br /> Und Elev Type Load Capacity CapacAy <br /> # (R1 (Ibs/R) (peak) (delomratlonJ <br /> ' (Ibs/R) (Ibs/R) <br /> 20 9.5 7 177.0 425.4 399.4 <br /> 16 7.5 1 207.5 732.6 706.8 <br /> 12 5.5 1 264.8 1039.8 1013.8 <br /> 9 /•0 7 288.5 1250.0 1240.0 <br /> ' B 2.5 1 745.4 1250.0 7240.0 - - <br /> 3 1.0 1 474.9 1250.0 1240.0 <br /> , <br /> � �t I���l <br /> � � qa ����= � <br /> � � � <br />