5.39 (WILEY Water flows through a horizontal, 180° pipe bend as is illustrated in Fig. P5.39. The flow cross-sectional area is constant at a value of 9000 mm². The flow velocity everywhere in the bend is 15 m/s. The pressures at the entrance and exit of the bend are 210 and 165 kPa, respectively. Calculate the horizontal (x and y) components of the anchoring force needed to hold the bend in place.
5.39 (WILEY Water flows through a horizontal, 180° pipe bend as is illustrated in Fig. P5.39. The flow cross-sectional area is constant at a value of 9000 mm². The flow velocity everywhere in the bend is 15 m/s. The pressures at the entrance and exit of the bend are 210 and 165 kPa, respectively. Calculate the horizontal (x and y) components of the anchoring force needed to hold the bend in place.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
![5.39 (WILEY Water flows through a horizontal, 180° pipe bend as is
illustrated in Fig. P5.39. The flow cross-sectional area is constant
at a value of 9000 mm². The flow velocity everywhere in the bend
is 15 m/s. The pressures at the entrance and exit of the bend are
210 and 165 kPa, respectively. Calculate the horizontal (x and y)
components of the anchoring force needed to hold the bend in
place.
y
Figure P5.39](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F29723a52-2cbf-4f12-b3e6-d8ec35facb6b%2Fa148a2d0-ce73-48a1-88d7-44b5e90ddd8d%2Fohqjis7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5.39 (WILEY Water flows through a horizontal, 180° pipe bend as is
illustrated in Fig. P5.39. The flow cross-sectional area is constant
at a value of 9000 mm². The flow velocity everywhere in the bend
is 15 m/s. The pressures at the entrance and exit of the bend are
210 and 165 kPa, respectively. Calculate the horizontal (x and y)
components of the anchoring force needed to hold the bend in
place.
y
Figure P5.39
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