7.22 Casing with an ID of 10.05 in. and a strength in tension of 450,000 lbf in the joints and 629,000 lbf in the pipe body is being suspended from the surface while being cemented. If the effective weight of the casing being sup- ported is 240,000 lbf and a safety factor of 1.4 is desired, how much surface pump pressure can be applied safely to displace the cement? The casing burst is rated at 3,130 psi (for zero axial stress).
7.22 Casing with an ID of 10.05 in. and a strength in tension of 450,000 lbf in the joints and 629,000 lbf in the pipe body is being suspended from the surface while being cemented. If the effective weight of the casing being sup- ported is 240,000 lbf and a safety factor of 1.4 is desired, how much surface pump pressure can be applied safely to displace the cement? The casing burst is rated at 3,130 psi (for zero axial stress).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![7.22 Casing with an ID of 10.05 in. and a strength in
tension of 450,000 lbf in the joints and 629,000 lbf in the
pipe body is being suspended from the surface while being
cemented. If the effective weight of the casing being sup-
ported is 240,000 lbf and a safety factor of 1.4 is desired,
how much surface pump pressure can be applied safely
to displace the cement? The casing burst is rated at 3,130
psi (for zero axial stress).
Solve to the nearest correct solution](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1f6dcc75-a57d-4e57-89d6-bf3f0e44e7e6%2Fe0658efe-10fb-4902-8d84-e367844cd1a5%2Fgyzvho7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7.22 Casing with an ID of 10.05 in. and a strength in
tension of 450,000 lbf in the joints and 629,000 lbf in the
pipe body is being suspended from the surface while being
cemented. If the effective weight of the casing being sup-
ported is 240,000 lbf and a safety factor of 1.4 is desired,
how much surface pump pressure can be applied safely
to displace the cement? The casing burst is rated at 3,130
psi (for zero axial stress).
Solve to the nearest correct solution
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