If a 24-in. steel pipe 8000 ft long is designed for a stress of 15,000 psi under a maximum static head of 1085 ft of water, how much will the stress in the walls of the pipe increase when a quick-closing valve stops a flow of 30 cfs? E- 300,000 psi, E- 30 x 10 psi.

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Chapter13: Retaining Walls
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PROBLEM 15
If a 24-in. steel pipe 8000 ft long is designed for a stress of 15,000 psi under a maximum static head of 1085 ft of water, how much will the
stress in the walls of the pipe increase when a quick-closing valve stops a flow of 30 cfs?
E = 300,000 psi, E, = 30 x 10* psi.
Transcribed Image Text:PROBLEM 15 If a 24-in. steel pipe 8000 ft long is designed for a stress of 15,000 psi under a maximum static head of 1085 ft of water, how much will the stress in the walls of the pipe increase when a quick-closing valve stops a flow of 30 cfs? E = 300,000 psi, E, = 30 x 10* psi.
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