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A steel penstock has a 36-in. outer diameter, a 0.5-in. wall thickness, and connects a reservoir at A with a generating station at B. Knowing that the specific weight of water is 62.4 lb/ft³, determine the maximum normal stress and the maximum shearing stress in the penstock under static conditions. Take h = 600 ft. (Round the final answers to two decimal places.) 'h 36 in. B

A steel penstock has a 36-in. outer diameter, a 0.5-in. wall thickness, and connects a reservoir at A with a generating station at B. Knowing that the specific weight of water is 62.4 lb/ft³, determine the maximum normal stress and the maximum shearing stress in the penstock under static conditions. Take h = 600 ft. (Round the final answers to two decimal places.) 'h 36 in. B

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel penstock has a 36-in. outer diameter, a 0.5-in. wall thickness, and connects a reservoir at point A with a generating station at point B. Given that the specific weight of water is 62.4 lb/ft³, determine the maximum normal stress and the maximum shearing stress in the penstock under static conditions. Take the height (h) as 600 ft. (Round the final answers to two decimal places.) Diagram Explanation: The diagram illustrates the setup, showing the penstock starting at a reservoir at point A and descending to a generating station at point B. The height of the reservoir above B is labeled as 600 ft, and the penstock is depicted with a 36-inch diameter. - The maximum normal stress is calculated as 9.10 ksi. - The maximum shearing stress is calculated as 4.55 ksi.
Transcribed Image Text:A steel penstock has a 36-in. outer diameter, a 0.5-in. wall thickness, and connects a reservoir at point A with a generating station at point B. Given that the specific weight of water is 62.4 lb/ft³, determine the maximum normal stress and the maximum shearing stress in the penstock under static conditions. Take the height (h) as 600 ft. (Round the final answers to two decimal places.) Diagram Explanation: The diagram illustrates the setup, showing the penstock starting at a reservoir at point A and descending to a generating station at point B. The height of the reservoir above B is labeled as 600 ft, and the penstock is depicted with a 36-inch diameter. - The maximum normal stress is calculated as 9.10 ksi. - The maximum shearing stress is calculated as 4.55 ksi.
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