The stress-strain diagram of a reinforcement steel having a cross-sectional diameter of 12 mm diameter and 100 mm gage length is determined after its tensile strength test as follows. Based on the stressstrain diagram determine the followings properties of the material (Poisson’s ratio of the material is 0.32) : d) Resilience e) Shear modulus f) Bulk modulus g) Ductility as described by percent change in length
The stress-strain diagram of a reinforcement steel having a cross-sectional diameter of 12 mm diameter and 100 mm gage length is determined after its tensile strength test as follows. Based on the stressstrain diagram determine the followings properties of the material (Poisson’s ratio of the material is 0.32) : d) Resilience e) Shear modulus f) Bulk modulus g) Ductility as described by percent change in length
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The stress-strain diagram of a reinforcement steel having a cross-sectional diameter of 12 mm
diameter and 100 mm gage length is determined after its tensile strength test as follows. Based on the stressstrain diagram determine the followings properties of the material (Poisson’s ratio of the material is 0.32) :
d) Resilience
e) Shear modulus
f) Bulk modulus
g) Ductility as described by
percent change in length
Transcribed Image Text:600
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50
0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18
Strain
Stress, MPa
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