2 1 5. vR3S2 → 5. v = n → hf 10.29n² LQ² D16/3 6. v=0.849CD2.63 0.54 → hf = 10.674LQ1.85 C1.85 D4.87

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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FLUID FLOW IN PIPES
I. Proving. SHOW THAT
2 1
5. v = = R²³ S ²
R³S2 → hf =
10.29n² LQ²
D16/3
n
6. v=0.849CD2.63 50.54 → hf =
10.674LQ1.85
C1.85 D4.87
Transcribed Image Text:FLUID FLOW IN PIPES I. Proving. SHOW THAT 2 1 5. v = = R²³ S ² R³S2 → hf = 10.29n² LQ² D16/3 n 6. v=0.849CD2.63 50.54 → hf = 10.674LQ1.85 C1.85 D4.87
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