The flowrate of the flow is 0,20 m³/s in a pipe placed on a horizontal plane. The pipe diameters are as 0,40 m and 0,20 m for Dj and D2, respectively. Find the 43 resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P=210 kN/m². (y= (1) 10kN/m³)

The flowrate of the flow is 0,20 m³/s in a pipe placed on a horizontal plane. The pipe diameters are as 0,40 m and 0,20 m for Dj and D2, respectively. Find the 43 resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P=210 kN/m². (y= (1) 10kN/m³)

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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Question

The flowrate of the flow is 0,20 m/s in a pipe placed
on a horizontal plane. The pipe diameters are as 0,40
m and 0,20 m for Dj and D2, respectively. Find the
resultant force *(kN) acting to the pipe by the flow.
The gauge pressure at (1) is P,=210 kN/m². (y=
(1)
(2)
10kN/m³)

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