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Required information A 90° elbow in a horizontal pipe is used to direct water flow upward at a rate of 47 kg/s. Another ider attached to the existing elbow such that the water flow makes a U-turn as shown in the second figure entire elbow is 10 cm. The elbow discharges water into the atmosphere, and thus the pressure at the atmospheric pressure. The elevation difference between the centers of the exit and the inlet of the e weight of the elbow and the water in it is considered to be negligible. Take the momentum-flux corre at both the inlet and the outlet. Take the density of water to be 1000 kg/m³. Water m kg/s 2 L. Water FRI 50 cm 50 cm If another (identical) elbow is attached to the existing elbow so that the fluid makes a U-turn, determine the force needed to hold the elbow in place. The magnitude of anchoring force needed to hold the elbow in place is 1897 N.

Required information A 90° elbow in a horizontal pipe is used to direct water flow upward at a rate of 47 kg/s. Another ider attached to the existing elbow such that the water flow makes a U-turn as shown in the second figure entire elbow is 10 cm. The elbow discharges water into the atmosphere, and thus the pressure at the atmospheric pressure. The elevation difference between the centers of the exit and the inlet of the e weight of the elbow and the water in it is considered to be negligible. Take the momentum-flux corre at both the inlet and the outlet. Take the density of water to be 1000 kg/m³. Water m kg/s 2 L. Water FRI 50 cm 50 cm If another (identical) elbow is attached to the existing elbow so that the fluid makes a U-turn, determine the force needed to hold the elbow in place. The magnitude of anchoring force needed to hold the elbow in place is 1897 N.

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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Required information A 90° elbow in a horizontal pipe is used to direct water flow upward at a rate of 47 kg/s. Another identical elbow is attached to the existing elbow such that the water flow makes a U-turn as shown in the second figure. The diameter of the entire elbow is 10 cm. The elbow discharges water into the atmosphere, and thus the pressure at the exit is the local atmospheric pressure. The elevation difference between the centers of the exit and the inlet of the elbow is 50 cm. The weight of the elbow and the water in it is considered to be negligible. Take the momentum-flux correction factor to be 1.03 at both the inlet and the outlet. Take the density of water to be 1000 kg/m³. Water m kg/s L. Water 1 FR₂ 50 cm FRX 50 cm If another (identical) elbow is attached to the existing elbow so that the fluid makes a U-turn, determine the magnitude of anchoring force needed to hold the elbow in place. The magnitude of anchoring force needed to hold the elbow in place is 1897 N.
Transcribed Image Text:Required information A 90° elbow in a horizontal pipe is used to direct water flow upward at a rate of 47 kg/s. Another identical elbow is attached to the existing elbow such that the water flow makes a U-turn as shown in the second figure. The diameter of the entire elbow is 10 cm. The elbow discharges water into the atmosphere, and thus the pressure at the exit is the local atmospheric pressure. The elevation difference between the centers of the exit and the inlet of the elbow is 50 cm. The weight of the elbow and the water in it is considered to be negligible. Take the momentum-flux correction factor to be 1.03 at both the inlet and the outlet. Take the density of water to be 1000 kg/m³. Water m kg/s L. Water 1 FR₂ 50 cm FRX 50 cm If another (identical) elbow is attached to the existing elbow so that the fluid makes a U-turn, determine the magnitude of anchoring force needed to hold the elbow in place. The magnitude of anchoring force needed to hold the elbow in place is 1897 N.
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