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-3. What is the maximum stress which could be produced in the pipe of Prob. 6-2 as a result of suddenly closing a valve in the line? (K for water is approximately 10 percent of the value of E for steel.)

-3. What is the maximum stress which could be produced in the pipe of Prob. 6-2 as a result of suddenly closing a valve in the line? (K for water is approximately 10 percent of the value of E for steel.)

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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the pipe? [-2. A steel pipeline with a nominal diameter of 24 in has an ID of 22.624 in (575 mm) and a wall thickness of 0.688 in (17.5 mm) carries a flow of 28 ft3/s (794 L/s). The pipe makes a short-radius 90° turn. What is the force developed in a buttress at the bend? What stress would be developed in the pipe by this change in direction if no buttress were provided? -3. What is the maximum stress which could be produced in the pipe of Prob. 6-2 as a result of suddenly closing a valve in the line? (K for water is approximately 10 percent of the value of E for steel.) SoLve Prob (6-3) REFERENCES 1. John Parmaki
Transcribed Image Text:the pipe? [-2. A steel pipeline with a nominal diameter of 24 in has an ID of 22.624 in (575 mm) and a wall thickness of 0.688 in (17.5 mm) carries a flow of 28 ft3/s (794 L/s). The pipe makes a short-radius 90° turn. What is the force developed in a buttress at the bend? What stress would be developed in the pipe by this change in direction if no buttress were provided? -3. What is the maximum stress which could be produced in the pipe of Prob. 6-2 as a result of suddenly closing a valve in the line? (K for water is approximately 10 percent of the value of E for steel.) SoLve Prob (6-3) REFERENCES 1. John Parmaki
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