Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine also the tension in each of its segments. Ans. C – 4.2 m, D – 3.1 m, TAB – 10.98 kN, Tpc – 9.68 kN, TD – 9.43 kN, TDE – 11.0 kN.

Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781305081550
Author:Braja M. Das
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Chapter12: Lateral Earth Pressure
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Problem 12.8P
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8 Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine
also the tension in each of its segments.
Ans. C– 4.2 m, D – 3.1 m, TAB – 10.98 kN, TBC – 9.68 kN, TCD – 9.43 kN, TDE – 11.0 kN.
Transcribed Image Text:8 Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine also the tension in each of its segments. Ans. C– 4.2 m, D – 3.1 m, TAB – 10.98 kN, TBC – 9.68 kN, TCD – 9.43 kN, TDE – 11.0 kN.
A
E
0.5m
2.6m
B
3 kN
C
V 4 kN
V5 kN
4 m
5 m
5 m
4 m
Transcribed Image Text:A E 0.5m 2.6m B 3 kN C V 4 kN V5 kN 4 m 5 m 5 m 4 m
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