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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

4/7
1/7
3/7
2/7

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Haig's theory
Guest's or Trecas' theory
Rankine's theory
St. Venant's theory

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

All of these
V = 0
M = 0
H = 0

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL²/2EI
WL²/3EI
WL3/2EI

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
Its number of coils will increase
All of these
It is subjected to pure bending

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 2j – 3
j = 3m – 2
m = 3j – 2
j = 2m – 3

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