As shown below, a differential manometer connects two parallel pipes whose center lines are spaced 300 cm vertically and 400 cm horizontally. One end of a manometer is attached to the pipe located at a higher elevation, which is a 300-mm diameter pipe, Pipe A, with flowing water. The other end of the manometer is attached to a 250-mm diameter pipe, Pipe B, with flowing oil (S.G.= 0.75). Inside the manometer, the differential fluid mercury (S.G.= 13.7) is deflected towards Pipe A. The difference in elevation of the two liquid interfaces are measured to be 375 mm. The pressure difference between the centers of the two pipes is 80 kPa. 06. 4- 375 mm of oil and mercury. A. 8.25 mm 400 cm 05. Calculate the vertical distance as measured from the center of Pipe A to the interface of water and mercury. A. 270.75 mm B B. 22.43 cm 41- 300 cm B. 284.93 cm C. 317.07 cm D. 376.22 mm Calculate the vertical distance as measured from the center of Pipe B to the interface C. 54.57 cm D. 113.72 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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As shown below, a differential manometer connects two parallel pipes whose center lines are spaced
300 cm vertically and 400 cm horizontally. One end of a manometer is attached to the pipe located at a
higher elevation, which is a 300-mm diameter pipe, Pipe A, with flowing water. The other end of the
manometer is attached to a 250-mm diameter pipe, Pipe B, with flowing oil (S.G.= 0.75). Inside the
manometer, the differential fluid mercury (S.G.= 13.7) is deflected towards Pipe A. The difference in
elevation of the two liquid interfaces are measured to be 375 mm. The pressure difference between
the centers of the two pipes is 80 kPa.
4-
375 mm
400 cm
B. 22.43 cm
-4-
B
300 cm
05.
Calculate the vertical distance as measured from the center of Pipe A to the interface
of water and mercury.
C. 317.07 cm
D. 376.22 mm
A. 270.75 mm
B. 284.93 cm
06.
Calculate the vertical distance as measured from the center of Pipe B to the interface
of oil and mercury.
A. 8.25 mm
C. 54.57 cm
D. 113.72 mm
Transcribed Image Text:As shown below, a differential manometer connects two parallel pipes whose center lines are spaced 300 cm vertically and 400 cm horizontally. One end of a manometer is attached to the pipe located at a higher elevation, which is a 300-mm diameter pipe, Pipe A, with flowing water. The other end of the manometer is attached to a 250-mm diameter pipe, Pipe B, with flowing oil (S.G.= 0.75). Inside the manometer, the differential fluid mercury (S.G.= 13.7) is deflected towards Pipe A. The difference in elevation of the two liquid interfaces are measured to be 375 mm. The pressure difference between the centers of the two pipes is 80 kPa. 4- 375 mm 400 cm B. 22.43 cm -4- B 300 cm 05. Calculate the vertical distance as measured from the center of Pipe A to the interface of water and mercury. C. 317.07 cm D. 376.22 mm A. 270.75 mm B. 284.93 cm 06. Calculate the vertical distance as measured from the center of Pipe B to the interface of oil and mercury. A. 8.25 mm C. 54.57 cm D. 113.72 mm
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