Finding yield strength with modulus of elasticity

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The discussion centers on calculating the modulus of elasticity (E) for a steel grade with a known yield strength of 132 ksi, given that Grade 1020 Steel has a yield strength of 42 ksi and an E modulus of 30 mpsi. Participants clarify that the equation E = FL/EA is not correctly applied in this context, as it pertains to tensile loading and deflection rather than directly determining E from yield strength. There is a consensus that the modulus of elasticity can vary between different steel grades, contradicting the assumption that it remains constant due to the similar composition of steel. The conversation highlights the complexity of material properties and the need for more information to accurately determine E for the new steel grade. Overall, the thread emphasizes the importance of understanding material behavior in mechanical engineering.
nlipshutz
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Homework Statement


Grade 1020 Steel has a yield strength of 42ksi and E modulus of 30 mpsi. Another grade of steel has yield strength 132 ksi. What is its E modulus?

Homework Equations


E=FL/EA

This is the equation i should be using to find e modulus I thing

The Attempt at a Solution


I don't see how there are enough variables to find the E modulus, and I thought since all steel is primarily composed of iron that the e modulus would always be the same.Thanks in advance for any advice. I am a freshman studying mechanical engineering, this is my first post here. This seems like a great site!
 
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nlipshutz said:

Homework Statement


Grade 1020 Steel has a yield strength of 42ksi and E modulus of 30 mpsi. Another grade of steel has yield strength 132 ksi. What is its E modulus?

Homework Equations


E=FL/EA

This is the equation i should be using to find e modulus I thing

The Attempt at a Solution


I don't see how there are enough variables to find the E modulus, and I thought since all steel is primarily composed of iron that the e modulus would always be the same.Thanks in advance for any advice. I am a freshman studying mechanical engineering, this is my first post here. This seems like a great site!

Your equation doesn't make sense. For a purely tensile loading, however, the deflection δ = FL/AE

This appears to be a trick question, insofar as E is concerned.
 

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