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Water flows through a 2-ft-diameter pine arranged If the horizontally in a circular arc as shown in Fig. pipe discharges to the atmosphere (p= 14.7 psia), determine the x and y components of the resultant force exerted by the water on the piping between sections (1) and (2). The steady flowrate is 3000 ft/min. The loss in pressure due to fluid fric- tion between sections (1) and (2) is 25 psi. Section (1), Flow-> x Ry /90° 1000 ft Section (2) •Rx control Volume

Water flows through a 2-ft-diameter pine arranged If the horizontally in a circular arc as shown in Fig. pipe discharges to the atmosphere (p= 14.7 psia), determine the x and y components of the resultant force exerted by the water on the piping between sections (1) and (2). The steady flowrate is 3000 ft/min. The loss in pressure due to fluid fric- tion between sections (1) and (2) is 25 psi. Section (1), Flow-> x Ry /90° 1000 ft Section (2) •Rx control Volume

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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سمنب Fluid mechanics
Q4 Water flows through a 2-ft-diameter pine arranged horizontally in a circular arc as shown in Fig. If the pipe discharges to the atmosphere (p = 14.7 psia), determine the x and y components of the resultant force exerted by the water on the piping between sections (1) and (2). The steady flowrate is 3000 ft/min. The loss in pressure due to fluid fric- tion between sections (1) and (2) is 25 psi. Section (1). Flow 90° x Ru 1000 ft PA₂ Section (2) Rx control Volume
Transcribed Image Text:Q4 Water flows through a 2-ft-diameter pine arranged horizontally in a circular arc as shown in Fig. If the pipe discharges to the atmosphere (p = 14.7 psia), determine the x and y components of the resultant force exerted by the water on the piping between sections (1) and (2). The steady flowrate is 3000 ft/min. The loss in pressure due to fluid fric- tion between sections (1) and (2) is 25 psi. Section (1). Flow 90° x Ru 1000 ft PA₂ Section (2) Rx control Volume
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