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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, 15 ft. radius <br />TABLE NO. 24 <br />*********,t*********************************** <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 = 2.730 SIDE FORCE INCLINATION = 17.98 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 91.5 71.0 98.0 98.0 25.1 <br />2 92.2 70.7 275.7 275.7 70.7 <br />3 92.9 70.4 432.2 432.2 110.8 <br />4 93.6 70.1 570.7 570.7 146.4 <br />5 94.3 69.9 699.0 694.0 178.0 <br />6 95.1 69.7 803.6 803.6 206.1 <br />7 95.7 69.6 888.9 888.4 227.9 <br />8 96.4 69.5 959.8 959.8 246.2 <br />9 97.1 69.5 1030.0 1030.0 264.2 <br />10 97.8 69.4 1060.6 1060.6 277.1 <br />11 98.4 69.4 1129.4 1124.4 288.4 <br />12 99.1 69.5 1170.8 1170.8 300.3 <br />13 99.8 69.5 1202.8 1202.8 308.5 <br />14 100.4 69.6 1187.9 1187.9 304.7 <br />15 101.1 69.8 1135.4 1135.4 291.2 <br />16 101.9 70.0 1081.0 1081.0 277.2 <br />17 102.6 70.2 1024.7 1029.7 262.8 <br />18 103.3 70.4 966.7 966.7 247.9 <br />19 104.0 70.7 907.2 407.2 232.7 <br />20 104.7 71.1 646.4 646.4 217.1 <br />21 105.4 71.4 789.5 784.5 201.2 <br />22 106.0 71.8 721.8 721.8 185.1 <br />23 106.6 72.3 658.7 658.7 168.9 <br />24 107.2 72.8 595.3 595.3 152.7 <br />25 107.8 73.3 532.0 532.0 136.4 <br />26 108.4 73.8 469.2 469.2 120.3 <br />27 108.9 74.3 407.2 407.2 104.4 <br />28 109.4 74.9 346.5 346.5 88.9 <br />29 109.8 75.5 287.5 287.5 73.7 <br />30 110.1 75.9 251.7 251.7 64.5 <br />31 110.4 76.3 245.2 245.2 24.1 <br />32 110.8 77.0 191.3 191.3 18.8 <br />
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