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Water (p=1000 kg/m³) flows through a horizontal bend and T section as shown in Figure 12. At section a the flow enters with a velocity of 6 m/s, and the pressure is 4.8 kPa. At both sections b and c the flow exits the device with a velocity of 3 m/s, and the pressure at these sections is atmospheric (p =0). The cross sectional areas at a, b, and c are all the same: 0.20 m². Find the x and y-components of force necessary to restrain the section. (Fx=-9.96 kN); Fy=-1.8kN).

Water (p=1000 kg/m³) flows through a horizontal bend and T section as shown in Figure 12. At section a the flow enters with a velocity of 6 m/s, and the pressure is 4.8 kPa. At both sections b and c the flow exits the device with a velocity of 3 m/s, and the pressure at these sections is atmospheric (p =0). The cross sectional areas at a, b, and c are all the same: 0.20 m². Find the x and y-components of force necessary to restrain the section. (Fx=-9.96 kN); Fy=-1.8kN).

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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Question Number 12

Water (p=1000 kg/m³) flows through a horizontal bend and T section as shown in Figure 12. At section a the flow enters with a velocity of 6 m/s, and the pressure is 4.8 kPa. At both sections b and c the flow exits the device with a velocity of 3 m/s, and the pressure at these sections is atmospheric (p =0). The cross sectional areas at a, b, and c are all the same: 0.20 m?. Find the x and y-components of force necessary to restrain the section. (Fx=-9.96 kN); Fy=-1.8kN). b Figure 12
Transcribed Image Text:Water (p=1000 kg/m³) flows through a horizontal bend and T section as shown in Figure 12. At section a the flow enters with a velocity of 6 m/s, and the pressure is 4.8 kPa. At both sections b and c the flow exits the device with a velocity of 3 m/s, and the pressure at these sections is atmospheric (p =0). The cross sectional areas at a, b, and c are all the same: 0.20 m?. Find the x and y-components of force necessary to restrain the section. (Fx=-9.96 kN); Fy=-1.8kN). b Figure 12
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