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.

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Chapter2: Loads On Structures
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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.
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
Transcribed Image Text:D1 60° p=0 gage V2 D2 PROBLEM 6.65
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