A 300 mm Long copper wire of uniform cross-section is pulled in tension so that a maximum tensile stress of 270 MPa is developed within the wire. The entire deformation of the wire remains Linearly elastic. The elastic modulus of copper is 100 GPa. The resultant elongation (in mm) is

A 300 mm Long copper wire of uniform cross-section is pulled in tension so that a maximum tensile stress of 270 MPa is developed within the wire. The entire deformation of the wire remains Linearly elastic. The elastic modulus of copper is 100 GPa. The resultant elongation (in mm) is

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter6: Introduction To Mechanical Properties

Section: Chapter Questions

Problem 6.7P

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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

Upto twoi decimal places '!

A 300 mm Long copper wire of uniform
cross-section is pulled in tension so
that a maximum tensile stress of 270
MPa is developed within the wire. The
entire deformation of the wire remains
Linearly elastic. The elastic modulus of
copper is 100 GPa. The resultant
elongation (in mm) is

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