Civil Engineering - Theory of Structures - Discussion

Discussion Forum : Theory of Structures - Section 1 (Q.No. 3)
3.
Shear strain energy theory for the failure of a material at elastic limit, is due to
Rankine
Guest or Trecas
St. Venant
Haig
Von Mises.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
12 comments Page 2 of 2.

Habib said:   4 years ago
Princilal stress> rankine.

Principal strain > st venant.
(2)

Rita said:   4 years ago
Thanks all.


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