Problem 18.2 An engineer wants to measure strain at a key point on a prototype part in order to estimate the stress that is present. Suppose that a point on the surface of a part is noted to be in biaxial stress (no stress normal to the part surface) and strains are measured to be.ɛx = -500µ, &y = -450µ, and Yxy = -250µ. (note that µ is the μ prefix for "micro") Determine the state of stress in the x-y orientation. Furthermore, determine the principal stresses and absolute maximum shear stress present in the material. Determine the planes on which these stresses act and show them (along with other relevant stresses at that orientation) on a sketch. The material has properties, E = 15000 ksi and v= 0.34

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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I am not reallyunderstanding what this problem wants with the wording, coud you help me clarify that please? Thank you so much!!

Problem 18.2
An engineer wants to measure strain at a key point on a prototype part in order to estimate the stress that is
present. Suppose that a point on the surface of a part is noted to be in biaxial stress (no stress normal to the
part surface) and strains are measured to be.x = -500µ, &y = -450µ, and Yxy = -250µ. (note that u is the
prefix for "micro")
Determine the state of stress in the x-y orientation. Furthermore, determine the principal stresses and
absolute maximum shear stress present in the material. Determine the planes on which these stresses act
and show them (along with other relevant stresses at that orientation) on a sketch.
The material has properties, E = 15000 ksi and v= 0.34
Transcribed Image Text:Problem 18.2 An engineer wants to measure strain at a key point on a prototype part in order to estimate the stress that is present. Suppose that a point on the surface of a part is noted to be in biaxial stress (no stress normal to the part surface) and strains are measured to be.x = -500µ, &y = -450µ, and Yxy = -250µ. (note that u is the prefix for "micro") Determine the state of stress in the x-y orientation. Furthermore, determine the principal stresses and absolute maximum shear stress present in the material. Determine the planes on which these stresses act and show them (along with other relevant stresses at that orientation) on a sketch. The material has properties, E = 15000 ksi and v= 0.34
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