2. From the following uniaxial data, calculate the Young's modulus and estimate the yield stress (stress where initial linearity ends) assuming LEHI behavior and a nearly constant cross-sectional area of 5 x 106 m?. [based on Humphrey & DeLange Prob. 2.31] Axial Force (N): 0 Length (mm): 10 100 200 300 400 500 10.01 10.02 10.03 10.06 10.09
2. From the following uniaxial data, calculate the Young's modulus and estimate the yield stress (stress where initial linearity ends) assuming LEHI behavior and a nearly constant cross-sectional area of 5 x 106 m?. [based on Humphrey & DeLange Prob. 2.31] Axial Force (N): 0 Length (mm): 10 100 200 300 400 500 10.01 10.02 10.03 10.06 10.09
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Solve q2
![2. From the following uniaxial data, calculate the Young's modulus and estimate the yield stress (stress
where initial linearity ends) assuming LEHI behavior and a nearly constant cross-sectional area of 5 x 106
m?. [based on Humphrey & DeLange Prob. 2.31]
Axial Force (N): 0
Length (mm): 10
100
200
300
400
500
10.01
10.02 10.03 10.06
10.09
3. Find the reaction forces acting at the ends of a rod that is fixed between](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff89b9911-2884-4798-88db-1ff0c57a5e4d%2F34e73106-544d-4724-a8e8-5f8dc048761b%2F265a4aq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. From the following uniaxial data, calculate the Young's modulus and estimate the yield stress (stress
where initial linearity ends) assuming LEHI behavior and a nearly constant cross-sectional area of 5 x 106
m?. [based on Humphrey & DeLange Prob. 2.31]
Axial Force (N): 0
Length (mm): 10
100
200
300
400
500
10.01
10.02 10.03 10.06
10.09
3. Find the reaction forces acting at the ends of a rod that is fixed between
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