Q.7 A three element rectangular rosette strain gage is mounted on a steel specimen. For a :200H, EB = = 900μ, particular state of loading of the structure the strain gage readings are A and Ec= 1000μ. Determine the values and orientations of the principal stresses and the value of the maximum shear stress at the point. Let E = 200GPa and v= 0.285.
Q.7 A three element rectangular rosette strain gage is mounted on a steel specimen. For a :200H, EB = = 900μ, particular state of loading of the structure the strain gage readings are A and Ec= 1000μ. Determine the values and orientations of the principal stresses and the value of the maximum shear stress at the point. Let E = 200GPa and v= 0.285.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.7.13P: An clement of material in plane strain (see figure) is subjected to strains ex= 480 × 10-6, Ey= 70 ×...
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![Q.7 A three element rectangular rosette strain gage is mounted on a steel specimen. For a
:200H, EB
=
=
900μ,
particular state of loading of the structure the strain gage readings are A
and Ec=
1000μ. Determine the values and orientations of the principal stresses and the value
of the maximum shear stress at the point. Let E = 200GPa and v= 0.285.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd8246148-4145-4958-90ee-2837d2bcbb95%2F228e35c9-46ad-48fd-bfab-a682963e39e7%2F6kej9fw_processed.png&w=3840&q=75)
Transcribed Image Text:Q.7 A three element rectangular rosette strain gage is mounted on a steel specimen. For a
:200H, EB
=
=
900μ,
particular state of loading of the structure the strain gage readings are A
and Ec=
1000μ. Determine the values and orientations of the principal stresses and the value
of the maximum shear stress at the point. Let E = 200GPa and v= 0.285.
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VIEWStep 2: Determination of normal and shear strain components
VIEWStep 3: Determination of normal and shear stress
VIEWStep 4: Determination of principal stresses
VIEWStep 5: Determination of orientation of principal stresses
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