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<br />UTEXAS2 - VER, 1.209 - 11/23/87 - SN00009 - (C) 1985 S. G. WRIGHT <br />' Circular search for critical circle <br />Spencer's analysis procedure <br />Forced Failure 15 ft. radius <br />TABLE N0. 24 <br />* FINAL RESULTS FOR SHEAR SURFACE (CRITICAL <br />* SURFACE IN CASE OF A SEARCH) <br />**********,r,r,r******************************** <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 CENTER OF BASE OF SLICE-- <br /> TOTAL EFFECTIVE <br />SLICE NORMAL NORMAL SHEAR <br />NO. X-CENTER Y-CENTER STRESS STRESS STRESS <br />1 88.3 67.7 126.4 128.4 26.6 <br />2 88.8 67,2 352.1 352.1 73.0 <br />3 89.4 66.8 543.5 543.5 112.7 <br />4 90.0 66.3 711.4 711.4 147.5 <br />5 90.6 65.9 861.3 861.3 178.6 <br />6 91.3 65.6 996.7 996.7 206.6 <br />7 91.9 65.2 1119.7 1119.7 232.1 <br />8 92.6 64.9 1231.8 1231.8 255.4 <br />9 93.3 69.7 1334.3 1334.3 276.6 <br />10 94.0 64.4 1427.7 1427.7 296.0 <br />1:L 94.7 64.3 1512.7 1512.7 313.6 <br />12 95.4 64.1 1589.5 1589.5 329.5 <br />13 95.9 64.0 1635.4 1635.4 339.0 <br />14 96.4 64.0 1672.9 1672.9 346.8 <br />15 97.1 63.9 1724.1 1724.1 357.4 <br />16 97.7 63.9 1762.5 1762.5 365.4 <br />1'7 98.4 63.9 1795.2 1795.2 372.2 <br />16 99.1 63.9 1827.3 1827.3 378.8 <br />19 99.7 69.0 1849.5 1849.5 383.4 <br />24 100.4 64.1 1827.0 1827.0 378.7 <br />21 101.1 64.2 1765.4 1765.4 366.0 <br />22 101.8 64.4 1701.6 1701.6 352.7 <br />23 102.5 64.6 1635.6 1635.6 339.1 <br />24 103.2 64.9 1567.6 1567.6 325.0 <br />25 103.9 65.1 1497.6 1497.6 310.5 <br />26 104.6 65.5 1425.8 1925.8 295.6 <br />27 105.2 65.6 1352.4 1352.4 280.4 <br />26 105.8 66.2 1277.5 1277.5 264,8 <br />29 106.4 66.7 1201.3 1201.3 249.0 <br />30 107.0 67.1 1124.1 1124.1 233.0 <br />31 107.6 67.6 1046.0 1046.0 216.8 <br />32 108.1 68.1 967.3 967.3 200.5 <br />