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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, 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.

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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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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