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Theory of Structures

Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/18) A
(1/12) A
(1/3) A
(1/6) A

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof resilience
Proof stress
Proof load
Stiffness

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

Von Mises
Rankine
Guest or Trecas
St. Venant

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d 1/M
Depth d M
Depth d 3

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Theory of Structures
Flat spiral springs

Are wound by applying a torque
All of these
Consist of uniform thin strips
Consist of uniform thin strips

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/3
1/2
1/4
2/3

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