e) A 600 mm diameter pipe carrying 0.9 m³/s of oil (RD 0.85) has a 90° bend in the horizontal plane. The loss of head due to the bend is 1 metre of oil and the pressure at the start of the bend is 300kPa. Calculate the magnitude and angle of the resultant force exerted by the oil on the bend.

e) A 600 mm diameter pipe carrying 0.9 m³/s of oil (RD 0.85) has a 90° bend in the horizontal plane. The loss of head due to the bend is 1 metre of oil and the pressure at the start of the bend is 300kPa. Calculate the magnitude and angle of the resultant force exerted by the oil on the bend.

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

e) A 600 mm diameter pipe carrying 0.9 m³/s of oil (RD 0.85)
has a 90° bend in the horizontal plane. The loss of head
due to the bend is 1 metre of oil and the pressure at the
start of the bend is 300kPa. Calculate the magnitude and
angle of the resultant force exerted by the oil on the bend.

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