13.8 kips 23.6 kips 24.2 kips 43.5 kips 30 ft Submit B Request Answer 8 k 5 ft. 15 ft 10 14k 15ft 5k Cable AE supports the vertical loads shown. If pt. C is 5 feet below A, calculate the tension in segment AB 15 ft 20 ft Reviev
13.8 kips 23.6 kips 24.2 kips 43.5 kips 30 ft Submit B Request Answer 8 k 5 ft. 15 ft 10 14k 15ft 5k Cable AE supports the vertical loads shown. If pt. C is 5 feet below A, calculate the tension in segment AB 15 ft 20 ft Reviev
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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I am unsure how to solve this I want to try and turn AB into a two force member but I cannot do that because of lacking geometric data in short I end up with 4 variables and 3 equations.
How do I solve this problem? do I turn AB into a two force member?
![13.8 kips
23.6 kips
24.2 kips
43.5 kips
30 ft
Submit
B
Request Answer
8 k
5 ft.
15 ft
10
14k
15ft
5k
Cable AE supports the vertical loads shown. If pt. C is 5 feet below A, calculate the tension in
segment AB
15 ft
20 ft
Review](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F919fc4f8-bc37-4123-8b2a-9ca8cd02385f%2Fa521c8c0-8b7d-4e8e-a01b-8b5559bc0ead%2F7q0upe_processed.png&w=3840&q=75)
Transcribed Image Text:13.8 kips
23.6 kips
24.2 kips
43.5 kips
30 ft
Submit
B
Request Answer
8 k
5 ft.
15 ft
10
14k
15ft
5k
Cable AE supports the vertical loads shown. If pt. C is 5 feet below A, calculate the tension in
segment AB
15 ft
20 ft
Review
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