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Determine the forces in the x and y direction and the moment that must be applied at section 1 of the pipe to hold the pipe and nozzle stationary. The fluid is water (P = 1000 kg/m³) and the pressure at point 1 is 200 kPa gage. The centerlines of the two jets lie in a vertical plane. The empty pipe weighs 90N. The weight of %3D the nozzle and the water contained in the nozzle is 10 N. A = 0.01 m² V = 20 m/s 60° p= 200 kPa Pipe area = 0.10 m? Q A = 0.02 m? V= 20 m/s 100 cm

Determine the forces in the x and y direction and the moment that must be applied at section 1 of the pipe to hold the pipe and nozzle stationary. The fluid is water (P = 1000 kg/m³) and the pressure at point 1 is 200 kPa gage. The centerlines of the two jets lie in a vertical plane. The empty pipe weighs 90N. The weight of %3D the nozzle and the water contained in the nozzle is 10 N. A = 0.01 m² V = 20 m/s 60° p= 200 kPa Pipe area = 0.10 m? Q A = 0.02 m? V= 20 m/s 100 cm

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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Determine the forces in the x and y direction and the moment that must be applied at section 1 of the pipe to hold the pipe and nozzle stationary. The fluid is water (P = 1000 kg/m³) and the pressure at point 1 is 200 kPa gage. The centerlines of the two jets lie in a vertical plane. The empty pipe weighs 90 N. The weight of the nozzle and the water contained in the nozzle is 10 N. 60° A = 0.01 m² p = 200 kPa V= 20 m/s Pipe area =0.10 m2 A = 0.02 m? 100 cm V= 20 m/s
Transcribed Image Text:Determine the forces in the x and y direction and the moment that must be applied at section 1 of the pipe to hold the pipe and nozzle stationary. The fluid is water (P = 1000 kg/m³) and the pressure at point 1 is 200 kPa gage. The centerlines of the two jets lie in a vertical plane. The empty pipe weighs 90 N. The weight of the nozzle and the water contained in the nozzle is 10 N. 60° A = 0.01 m² p = 200 kPa V= 20 m/s Pipe area =0.10 m2 A = 0.02 m? 100 cm V= 20 m/s
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