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REP43039
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REP43039
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Entry Properties
Last modified
8/25/2016 12:45:05 AM
Creation date
11/27/2007 9:46:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1992069
IBM Index Class Name
Report
Doc Date
2/22/1993
Doc Name
LETTER OF TRANSMITTAL
From
TUTTEL APPLEGATE INC
To
DMG
Media Type
D
Archive
No
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<br /> <br />UTEXAS2 - 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 above embankment, 20 ft. radius <br />TABLE N0. 24 <br />********************************************* <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 = 1.912 SIDE FORCE INCLINATION = 23.16 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 65.4 64.7 142.5 142.5 52.2 <br />2 86.4 64.4 392.2 392.2 143.7 <br />3 87.4 64.1 601.8 601.8 220.4 <br />4 88.5 63.9 779.0 779.0 285.3 <br />5 89.5 63.8 929.4 929.4 390.4 <br />6 90.6 63.7 1057.0 1057.0 387.2 <br />7 91.6 63.6 1155.2 1155.2 423.1 <br />8 92.5 63.6 1238.2 1238.2 953.5 <br />9 93.6 63.7 1315.0 1315.0 481.7 <br />10 94.7 63.8 1376.9 1376.9 504.9 <br />11 95.6 63.9 1420.7 1920.7 520.4 <br />12 96.5 64.1 1448.5 1448.5 530.6 <br />13 97.6 69.4 1465.3 1465.3 536.7 <br />14 98.6 64.7 1471.7 1471.7 539.1 <br />15 99.5 65.1 1468.7 1468.7 538.0 <br />16 100.5 65.5 1412.7 1412.7 517.5 <br />17 101.4 65.9 1310.0 1310.0 479.8 <br />18 102.9 66.4 1208.2 1208.2 442.6 <br />19 103.3 67.0 1107.5 1107.5 405.7 <br />20 104.2 67.6 1008.0 1008.0 369.2 <br />21 105.0 68.3 910.2 910.2 333.4 <br />22 105.8 69.0 814.3 814.3 298.3 <br />23 106.6 69.7 720.7 720.7 264.0 <br />24 107.3 70.5 629.8 629.8 230.7 <br />25 108.0 71.3 542.0 592.0 198.5 <br />26 108.6 72.2 457.8 457.8 167.7 <br />27 109.2 73.1 377.8 377.8 138.4 <br />28 109.8 74.0 302.5 302.5 110.8 <br />29 110.3 74.9 232.6 232.6 85.2 <br />30 110.6 75.7 181.0 181.0 66.3 <br />31 111.0 76.5 162.3 162.3 22.7 <br />32 111.3 77.5 109.7 104.7 14.7 <br />
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