Determine the reactions at supports A and E and the maximum tension in the cable. Also established the cable sag at point C and D. 6m hg = 2 m hc C. 15 kN A 3 m 5 m +2m- 5 m- 20 kN

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the reactions at supports A and E and the maximum tension in the cable. Also
established the cable sag at point C and D.
6m
hg = 2 m
he
15 kN
3 m
B
5 m
5 m
20 kN
Transcribed Image Text:Determine the reactions at supports A and E and the maximum tension in the cable. Also established the cable sag at point C and D. 6m hg = 2 m he 15 kN 3 m B 5 m 5 m 20 kN
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