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<br />UTE:XAS2 - VER. 1.209 - 11/23/67 - SN00004 - (C) 1985 S. G. WRIGHT <br />Circular search for critical circle <br />Spencer's analysis procedure <br />forced failure 20 ft. radius <br />TABLE NO. 25 <br />* FINAL RESULTS FOR SHEAR SURFACE (CRITICAL <br />* SURFACE IN CASE OF A SEARCH) <br />********************************************* <br /> SPENCER' S PROCEDURE USED TO COMPUTE FACTOR OF SAFETY <br />FACTOR OF SAFETY = 8.837 SIDE FORCE INCLINATION = 20.25 DEGREES <br />---- ----------- VALUES AT RIGHT SIDE OF SLICE - -------- ------- <br /> Y-COORD.OF FRACTION SIGMA SIGMA <br />SLICE SIDE SIDE FORCE OF AT AT <br />NO. X-RIGHT FORCE LOCATION HEIGHT TOP BOTTOM <br />1 82.0 82. 61.0 .304 -9.9 115.7 <br />2 82.9 299. 60.7 .229 -61.4 256.5 <br />3 83.1 335. 60.7 .225 -67.1 272.7 <br />4 84.0 1654. 60.2 .139 -407.1 1104.0 <br />5 84.1 1759. 60.2 .140 -419.3 1142.7 <br />6 65.1 3098. 60.1 .160 -508.9 1989.5 <br />7 86.1 4429. 60.1 .174 -546.9 1691.1 <br />8 87.1 5730. 60.1 .182 -569.1 1825.1 <br />9 BB.1 6982. 60.1 .187 -585.8 1920.1 <br />10 89.1 8167. 60.2 .189 -600.1 1989.1 <br />11 90.2 9270. 60.3 .190 -613.0 2038.7 <br />12 91.2 10276. 60.4 .189 -624.7 2072.6 <br />13 92.0 10943. 60.6 .189 -632.5 2088.8 <br />14 93.1 11757. 60.8 .187 -642.0 2100.7 <br />15 94.1 12449. 61.0 .184 -650.1 2101.8 <br />16 95.1 13012. 61.2 .181 -656.7 2093.2 <br />17 96.0 13379. 61.5 .178 -661.0 2079.5 <br />18~ 97.0 13702. 61.8 .174 -664.9 2055.6 <br />19 98.0 13896. 62.1 .169 -667.5 2024.8 <br />20 99.0 13963. 62.4 .164 -668.9 1988.1 <br />27. 100.0 13913. 62.8 .160 -670.1 1962.3 <br />22 100.9 13768. 63.2 .159 -674.7 1966.4 <br />23 101.9 12899. 63.7 .166 -621.7 1862.4 <br />24 102.8 11978. 64.3 .173 -570.5 1755.5 <br />2_`. 103.6 11019. 64.9 .179 -521.4 1696.4 <br />2f. 104.3 10243. 65.4 .183 -484.1 1558.9 <br />27 105.1 9252. 66.0 .188 -438.8 1447.2 <br />28 105.9 8261. 66.7 .193 -395.6 1334.6 <br />29 106.7 7282. 67.3 .197 -354.5 1221.5 <br />30 107.4 6329. 68.0 .201 -315.5 1108.7 <br />37. 108.0 5415. 68.7 .204 -278.7 996.6 <br />32 108.6 9549. 69.4 .207 -244.0 885.8 <br />