A vertical reducing bend carries 0.455 m^3/s of water at a pressure of 148kPa entering the bend at A. The diameter of A is 0.60m while that of B is 0.30 m. The force exerted by the water on the bend is 35670 N. The vertical angle of the bend is 45 degrees.Neglect any loss in the bend and the difference in the elevation between A and B. a. Compute the horizontal component of the force exerted by the water on the bend. b. Compute the vertical component of the force exerted by the water on the bend. c. Determine the volume of the bend from A to B

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A vertical reducing bend carries 0.455 m^3/s of water at a pressure of 148kPa entering the bend at A. The diameter of A is 0.60m while that of B is 0.30 m. The force exerted by the water on the bend is 35670 N. The vertical angle of the bend is 45 degrees.Neglect any loss in the bend and the difference in the elevation between A and B. a. Compute the horizontal component of the force exerted by the water on the bend. b. Compute the vertical component of the force exerted by the water on the bend. c. Determine the volume of the bend from A to B
1
D2-0.30 m-
W
DI=0.60 m
45°
- Rz
F2
Ry R=35670 N
Transcribed Image Text:1 D2-0.30 m- W DI=0.60 m 45° - Rz F2 Ry R=35670 N
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