For the pipe network next if: QA=250 Vs QB - 250 1/s QC - 150 l/s QD = 100 ls Length Diameter Pipe |(cm) 30 (m) AB 600 AC 400 25 BD 400 25 CD 600 30 D CE 350 20 DE 350 20
For the pipe network next if: QA=250 Vs QB - 250 1/s QC - 150 l/s QD = 100 ls Length Diameter Pipe |(cm) 30 (m) AB 600 AC 400 25 BD 400 25 CD 600 30 D CE 350 20 DE 350 20
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question- can you distribute the flow in pipes please ?to get the flow in each junction is equal to zero
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