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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
14
15
11

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

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

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof load
Proof resilience
Stiffness

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
L/2
l
2 L

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

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

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

2w w l at the fixed end
l) at the fixed end
w l) at the fixed end
3w l at the fixed end

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