Shear strain energy theory for the failure of a material at elastic limit, is due to

A)

Rankine

B)

Von Mises

C)

St. Venant

D)

Guest or Trecas

Correct Answer : Von Mises

Recently Updated in Theory of Structures Questions

Shear strain energy theory for the failure of a material at elastic limit, is due to

A)

Rankine

B)

Von Mises

C)

St. Venant

D)

Guest or Trecas

Correct Answer : Option (B) : Von Mises

The shape factor of standard rolled beam section varies from

A)

1.10 to 1.20

B)

1.20 to 1.30

C)

1.30 to 1.40

D)

1.40 to 1.50

Correct Answer : Option (A) : 1.10 to 1.20

The point of contraflexure is the point where

A)

S.F. is zero

B)

B.M. is maximum

C)

B.M. changes sign

D)

B.M. is minimum

Correct Answer : Option (C) : B.M. changes sign

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