3) At point 1 on a pipe the pressure is 119.6 psi and the pipe elevation is 820 feet. If point 2 is 0.73 miles away from point 1 and has an elevation of 810 feet, what is the pressure at point 2 in psi? Assume that the total head loss is linearly distributed through the piping system at a rate of 12.6 feet per mile. a) 110 c) 120 b) 115 d) 130

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3) At point 1 on a pipe the pressure is 119.6 psi and the pipe elevation is 820 feet. If
point 2 is 0.73 miles away from point 1 and has an elevation of 810 feet, what is the
pressure at point 2 in psi? Assume that the total head loss is linearly distributed
through the piping system at a rate of 12.6 feet per mile.
a) 110
c) 120
4) In the system below, pipe A has a diameter of 6", a length of 1500 ft and a friction
factor of 0.032. Pipe B has a diameter of 8", a length of 1000 ft and a friction factor of
0.024. Pipe C has a diameter of 10", a length of 750 ft and a friction factor of 0.020. If
the velocity in pipe B is 5 ft/s, what is the velocity in pipe A in ft/s?
El. 210 ft
a) 2.2
c) 4.3
A
B
b) 115
d) 130
55
P
b) 6.2
d) 3.1
El. 130 ft
C
El. 55 ft
+
Transcribed Image Text:3) At point 1 on a pipe the pressure is 119.6 psi and the pipe elevation is 820 feet. If point 2 is 0.73 miles away from point 1 and has an elevation of 810 feet, what is the pressure at point 2 in psi? Assume that the total head loss is linearly distributed through the piping system at a rate of 12.6 feet per mile. a) 110 c) 120 4) In the system below, pipe A has a diameter of 6", a length of 1500 ft and a friction factor of 0.032. Pipe B has a diameter of 8", a length of 1000 ft and a friction factor of 0.024. Pipe C has a diameter of 10", a length of 750 ft and a friction factor of 0.020. If the velocity in pipe B is 5 ft/s, what is the velocity in pipe A in ft/s? El. 210 ft a) 2.2 c) 4.3 A B b) 115 d) 130 55 P b) 6.2 d) 3.1 El. 130 ft C El. 55 ft +
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