5.24 Water enters the horizontal, circular cross-sectional, sudden- contraction nozzle sketched in Fig. P5.24 at section (1) with a uniformly distributed velocity of 25 ft/s and a pressure of 75 psi. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 100 ft/s. Deter- mine the axial component of the anchoring force required to hold the contraction in place. D₁ = 3 in. P₁ = 75 psi V₁ = 25 ft/s FIGURE P5.24 Section (2) P₂ = 0 psi 100 ft/s Section (1)
5.24 Water enters the horizontal, circular cross-sectional, sudden- contraction nozzle sketched in Fig. P5.24 at section (1) with a uniformly distributed velocity of 25 ft/s and a pressure of 75 psi. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 100 ft/s. Deter- mine the axial component of the anchoring force required to hold the contraction in place. D₁ = 3 in. P₁ = 75 psi V₁ = 25 ft/s FIGURE P5.24 Section (2) P₂ = 0 psi 100 ft/s Section (1)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![5.24 Water enters the horizontal, circular cross-sectional, sudden-
contraction nozzle sketched in Fig. P5.24 at section (1) with a
uniformly distributed velocity of 25 ft/s and a pressure of 75 psi.
The water exits from the nozzle into the atmosphere at section
(2) where the uniformly distributed velocity is 100 ft/s. Deter-
mine the axial component of the anchoring force required to
hold the contraction in place.
D₁ = 3 in.
P₁ = 75 psi
V₁ = 25 ft/s
FIGURE P5.24
Section (2)
P2 =
0 psi
100 ft/s
Section (1)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F818e8c44-864e-4929-ab22-5ec16e854d9f%2Fb7f39943-d064-44f7-bcfa-13ff7484940f%2Fn5z78ri_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5.24 Water enters the horizontal, circular cross-sectional, sudden-
contraction nozzle sketched in Fig. P5.24 at section (1) with a
uniformly distributed velocity of 25 ft/s and a pressure of 75 psi.
The water exits from the nozzle into the atmosphere at section
(2) where the uniformly distributed velocity is 100 ft/s. Deter-
mine the axial component of the anchoring force required to
hold the contraction in place.
D₁ = 3 in.
P₁ = 75 psi
V₁ = 25 ft/s
FIGURE P5.24
Section (2)
P2 =
0 psi
100 ft/s
Section (1)
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