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4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. Elev. 268.0 60" Inv. 242.5 Inv. 221.12- B 550.0' -821' 1425'

4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. Elev. 268.0 60" Inv. 242.5 Inv. 221.12- B 550.0' -821' 1425'

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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4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. Elev. 268.0 60" Inv. 242.5 •A • B Inv. 221.12 550.0 821' 1425
Transcribed Image Text:4. A reservoir discharges into a 60-inch concrete pipe (rough surface) that dis-charges freely, as shown below. What is the pressure in the pipe at point A? Consider friction but neglect minor losses. Elev. 268.0 60" Inv. 242.5 •A • B Inv. 221.12 550.0 821' 1425
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