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Theory of Structures

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

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

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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,

14 M
15 M
16 m
13 M

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa²/2l
wa/2l
wa/l

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/AE
WL/2AE
W²L/2AE
W²L/AE

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

Rankine's theory
Guest's or Trecas' theory
St. Venant's theory
Von Mises' theory

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Modulus of Elasticity
Shear Modulus
Both A. and B.

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