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<br />UZ'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 30 ft. radius <br />TABLE N0. 29 <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 = 13.551 SIDE FORCE INCLINATION = 10.92 DEGREES <br />-------- VALUES AT CENTER OF BASE OF SLICE--------- <br /> TOTAL EFFECTIVE <br />SLICE NORMAL NORMAL SHEAR <br />N0. X-CENTER Y-CENTER STRESS STRESS STRESS <br />1 58.3 59.5 960.7 960.7 439.9 <br />2 59.2 58.4 1089.7 1052.4 446.6 <br />3 60.3 57.2 1219.7 1109.7 450.9 <br />4 61.4 56.1 1341.1 1161.9 454.7 <br />5 62.6 55.1 1453.0 1208.4 458.1 <br />6 63.8 54.1 1555.1 1248.9 461.1 <br />7 65.1 53.2 1646.8 1283.2 463.7 <br />B 66.4 52.3 1727.9 1311.1 465.7 <br />9 67.7 51.5 1798.1 1332.5 467.3 <br />10 69.2 50.8 1857.1 1397.2 468.4 <br />11 70.6 50.2 1904.8 1355.2 469.0 <br />12 72.1 49.6 1941.0 1356.5 469.1 <br />13 73.6 49.2 1965.6 1351.2 468.7 <br />14 75.1 48.8 1978.6 1339.1 467.8 <br />15 76.6 48.4 1980.0 1320.4 466.4 <br />16 78.2 48.2 1969.8 1295.1 464.5 <br />17 79.5 48.0 1953.4 1269.7 462.7 <br />18 80.6 48.0 2023.9 1329.3 967.1 <br />19 81.8 47.9 2121.8 1417.0 473.5 <br />20 62.8 48.0 2210.1 1498.6 479.5 <br />21 84.4 98.0 2337.8 1618.8 488.4 <br />22 85.9 48.2 2448.9 1727.6 446.5 <br />23 87.5 48.4 2543.1 1824.8 503.6 <br />24 69.0 48.6 2620.4 1910.2 509.9 <br />25 90.5 99.2 2680.7 1983.7 515.4 <br />26 92.0 99.7 2723.9 2045.3 519.9 <br />27 93.5 50.2 2749.9 2094.7 523.5 <br />28 94.9 50.9 2758.6 2131.9 526.3 <br />29 95.8 51.3 2756.4 2149.9 527.5 <br />30 96.7 51.8 2739.2 2155.0 528.0 <br />31 98.0 52.6 2697.5 2152.6 527.8 <br />32 99.3 53.5 2639.3 2138.5 526.8 <br />