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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio
Hooke’s ratio
Poisson’s ratio
Plastic ratio

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
2
1
1½

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
2/3
3/2
8/5

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = F – S
Q = S + F
Q = S – F
Q = S × F

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

13 M
14 M
15 M
16 m

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

St. Venant
Rankine
Von Mises
Guest or Trecas

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MORE MCQ ON Theory of Structures

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