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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 />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 20 ft. radius <br />TABLE NO. 24 <br />********************************************* <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 = 8.837 SIDE FORCE INCLINATION = 20.25 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 81.6 60.8 124.3 124.3 9.8 <br />2 82.5 60.3 355.2 355.2 28.1 <br />3 83.0 60.0 476.6 476.6 37.8 <br />4 83.5 59.8 1265.1 1265.1 709.0 <br />5 89.0 59.5 1341.9 1341.9 717.7 <br />6 84.6 59.3 1411.5 1395.5 723.7 <br />7 85.6 59.0 1532.8 1486.2 734.0 <br />8 86.6 58.7 1643.0 1568.9 743.4 <br />9 87.6 58.4 1792.1 1643.8 751.8 <br />10 88.6 56.2 1830.3 1711.1 759.5 <br />11 89.7 58.0 1907.7 1770.7 766.2 <br />12 90.7 57.9 1974.2 1822.9 772.1 <br />13 91.6 57.9 2023.4 1862.3 776.6 <br />19 92.5 57.9 2063.5 1895.6 780.3 <br />15 93.6 58.0 2100.3 1927.4 783.9 <br />16 94.6 58.1 2126.3 1951.8 786.7 <br />17 95.6 58.2 2140.7 1967.8 788.5 <br />18 96.5 58.4 2140.5 1972.3 789.0 <br />19 97.5 58.7 2126.4 1966.4 788.4 <br />20 98.5 59.0 2101.9 1953.6 786.9 <br />21 99.5 59.4 2067.3 1934.0 784.7 <br />22 100.5 59.8 1978.8 1863.8 776.7 <br />23 101.9 60.2 1929.7 1836.2 145.5 <br />24 102.3 60.8 1831.5 1762.9 139.7 <br />25 103.2 61.3 1730.7 1690.2 133.9 <br />26 109.0 61.9 1638.9 1625.6 128.8 <br />27 109.7 62.5 1544.5 1549.5 122.4 <br />28 105.5 63.1 1438.8 1938.8 114.0 <br />29 106.3 63.9 1331.8 1331.8 105.5 <br />30 107.0 64.6 1224.1 1224.1 97.0 <br />31 107.7 65.4 1116.0 1116.0 88.4 <br />32 108.3 66.3 1007.9 1007.9 79.9 <br />
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