A horizontal pipe of diameter 200mm is carrying Ethanol with density 785.1 kg/m3 at 25°C through a 130° bend. Find the magnitude and direction of force needed to hold the pipe if the flow velocity was 6ms'. Gage pressure on the entry and exit were recorded to be 29.43x103 MPa and 28.56×103 MPa, respectively. Neglect the pipe friction, the weight of the water and pipe bend. Also assume momentum-flux correction factor to be B = 1.0.

A horizontal pipe of diameter 200mm is carrying Ethanol with density 785.1 kg/m3 at 25°C through a 130° bend. Find the magnitude and direction of force needed to hold the pipe if the flow velocity was 6ms'. Gage pressure on the entry and exit were recorded to be 29.43x103 MPa and 28.56×103 MPa, respectively. Neglect the pipe friction, the weight of the water and pipe bend. Also assume momentum-flux correction factor to be B = 1.0.

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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Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

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A horizontal pipe of diameter 200mm is
carrying Ethanol with density 785.1
kg/m3 at 25°C through a 130° bend. Find
the magnitude and direction of force
needed to hold the pipe if the flow
velocity was 6ms. Gage pressure on
the entry and exit were recorded to be
29.43x103 MPa and 28.56x103 MPa,
respectively. Neglect the pipe friction, the
weight of the water and pipe bend. Also
assume momentum-flux correction
factor to be B = 1.0.
Exit
2
130°
Entry
1

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