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3250 ft of 12 in 2 2750 ft of 21 in 2250 ft of 10 in 4750 ft of 27 in A 1 + B 3 -- C 5 D 2750 ft of 14 in

3250 ft of 12 in 2 2750 ft of 21 in 2250 ft of 10 in 4750 ft of 27 in A 1 + B 3 -- C 5 D 2750 ft of 14 in

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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Given below are pipe lengths, sizes, and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8 cfs,

Determine the head loss in feet in PIPE 5.

*23.8062
*9.0254
*1.0666
*2.6570

Determine the flow in the upper branch pipe Q2 in cubic feet per second.

*2.6667
*2.3809
*4.8840
*12.4747

Determine the head loss in feet in PIPE 2.

*3.4373
*8.0165
*9.2849
*10.4720

Determine the total head loss in feet between the inlet A and the outlet D. 

*9.2849
*13.1625
*17.3474
*35.9163

3250 ft of 12 in 2 4750 ft of 27 in C 5 D 2750 ft of 21 in 2250 ft of 10 in A 1 BỊ 3 -- 2750 ft of 14 in
Transcribed Image Text:3250 ft of 12 in 2 4750 ft of 27 in C 5 D 2750 ft of 21 in 2250 ft of 10 in A 1 BỊ 3 -- 2750 ft of 14 in
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