Q2 a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the net resultant force exerted on the reducer by the water. Take the momentum-flux correction Water flowing in a horizontal 30-cm-diameter pipe at 5 m/s and 308 kPa gage enters factor to be 1.05. Draw the control volume!

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the
bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the
net resultant force exerted on the reducer by the water. Take the momentum-flux correction
Water flowing in a horizontal 30-cm-diameter pipe at 5 m/s and 308 kPa gage enters
factor to be 1.05. Draw the control volume!
Transcribed Image Text:Q2 a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the net resultant force exerted on the reducer by the water. Take the momentum-flux correction Water flowing in a horizontal 30-cm-diameter pipe at 5 m/s and 308 kPa gage enters factor to be 1.05. Draw the control volume!
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