Question 4. The flowrate of the flow is 0,20 m²/s in a pipe placed on a horizontal plane. The pipe diameters are as 0.41 m and 0.28 m for Di and D2, respectively. Find the resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P1 =280 kN/m2. (y= (1) 10kN/m³) Figure 4

Question 4. The flowrate of the flow is 0,20 m²/s in a pipe placed on a horizontal plane. The pipe diameters are as 0.41 m and 0.28 m for Di and D2, respectively. Find the resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P1 =280 kN/m2. (y= (1) 10kN/m³) Figure 4

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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