WILEY 6.65 Go° This bend discharges water (p = 1000 kg/m³) into the atmosphere. Determine the force components at the flange required to hold the bend in place. The bend lies in a horizontal plane. Assume viscous forces are negligible. The interior volume of the bend is 0.25 m², D¡ = 60 cm, D, = 30 cm, and V, = 10 m/s. The mass of the bend material is 250 kg.
WILEY 6.65 Go° This bend discharges water (p = 1000 kg/m³) into the atmosphere. Determine the force components at the flange required to hold the bend in place. The bend lies in a horizontal plane. Assume viscous forces are negligible. The interior volume of the bend is 0.25 m², D¡ = 60 cm, D, = 30 cm, and V, = 10 m/s. The mass of the bend material is 250 kg.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![WILEY
6.65 Go° This bend discharges water (p = 1000 kg/m³) into
the atmosphere. Determine the force components at the flange
required to hold the bend in place. The bend lies in a horizontal
plane. Assume viscous forces are negligible. The interior volume
of the bend is 0.25 m², D¡ = 60 cm, D2 = 30 cm, and V2 = 10 m/s.
The mass of the bend material is 250 kg.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F84d705a6-0a78-4d78-a64a-86866cc38eb4%2Ff4c8fb42-f6ce-4490-9c81-0effd148f254%2Fkksulhg_processed.png&w=3840&q=75)
Transcribed Image Text:WILEY
6.65 Go° This bend discharges water (p = 1000 kg/m³) into
the atmosphere. Determine the force components at the flange
required to hold the bend in place. The bend lies in a horizontal
plane. Assume viscous forces are negligible. The interior volume
of the bend is 0.25 m², D¡ = 60 cm, D2 = 30 cm, and V2 = 10 m/s.
The mass of the bend material is 250 kg.
![D1
60°
p=0 gage
V2
D2
PROBLEM 6.65](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F84d705a6-0a78-4d78-a64a-86866cc38eb4%2Ff4c8fb42-f6ce-4490-9c81-0effd148f254%2Fpifdxz_processed.png&w=3840&q=75)
Transcribed Image Text:D1
60°
p=0 gage
V2
D2
PROBLEM 6.65
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