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r <br />.~ <br />U4'EXAS2 - VER. 1.209 - 11/23/87 - SN00004 - (C) 1985 S. G. WRIGHT <br />' Circular search for critical circle <br />Spencer's analysis procedure <br />Forced Failure 15 ft. radius <br />TABLE NO. 25 <br />************,r***********************-******** <br />* FINAL RESULTS FOR SHEAR SURFACE (CRITICAL <br />* SURFACE IN CASE OF A SEARCH) <br />SPENCER'S PROCEDURE USED TO COMPUTE FACTOR OF SAFETY <br />FACTOR OF SAFETY = 3.378 SIDE FORCE INCLINATION = 15.19 DEGREES <br />----- VALUES AT RIGHT SIDE OF SLICE---------------- <br /> Y-COORD. OF FRACTION SIGMA SIGMA <br />SLICE SIDE SIDE FORCE OF AT AT <br />N0. X-RIGHT FORCE LOCATION HEIGHT TOP BOTTOM <br />1 88.5 83. 67.8 .313 -9.2 161.5 <br />2 89.1 301. 67.5 .236 -80.8 358.3 <br />3 89.7 623. 67.2 .221 -129.8 514.1 <br />9 90.3 1025. 67.0 .214 -170.4 646.3 <br />5 90.9 1488. 66.8 .210 -205.8 760.5 <br />6 91.6 1992. 66.7 .206 -237.6 859.5 <br />7 92.2 2522. 66.5 .203 -266.1 945.3 <br />8 92.9 3065. 66.4 .200 -291.8 1019.0 <br />9 93.6 3607. 66.3 .196 -314.9 1081.6 <br />10 94.3 4136. 66.3 .193 -335.9 1133.6 <br />1]. 95.1 4690. 66.2 .190 -353.3 1175.5 <br />12: 95.8 5111. 66.2 ,187 -368.6 1207.8 <br />13 96.0 5240. 66.2 .186 -372.5 1215.3 <br />19 96.7 5652. 66.3 .183 -384.2 1235.2 <br />1°~ 97.5 6010. 66.3 .180 -393.0 1245.5 <br />lE~ 98.0 6227. 66.4 .177 -397.4 1297.2 <br />17' 98.7 6476. 66.5 .179 -401.2 1242.2 <br />18 99.5 6656. 66.6 .171 -401.9 1228.4 <br />19 100.0 6739. 66.7 .171 -900.4 1222.8 <br />20 100.7 6791. 66.9 .174 -395.3 1220.9 <br />21 101.5 6769. 67.1 .178 -386.7 1218.1 <br />22 102.2 6678. 67.3 .183 -375.5 1206.2 <br />2?'. 102.9 6524. 67.6 .187 -362.2 1186.3 <br />29 103.6 6312. 67.9 .191 -347.2 1159.1 <br />25 104.2 6050. 68.2 .195 -330.9 1125.4 <br />26 104.9 5743. 68.5 .198 -313.6 1085.9 <br />27 105.5 5400. 68.8 .201 -295.6 1041.3 <br />28 106.1 5026. 69.2 .204 -277.2 992.3 <br />29 106.7 4629. 69.6 .207 -258.5 939.3 <br />30 107.3 4217. 70.0 .209 -239.6 883.0 <br />31 107.8 3796. 70.4 .211 -220.8 823.8 <br />32 108.4 3373. 70.9 .213 -202.2 762.4 <br />