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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

M. is maximum
M. changes sign
M. is minimum
S.F. is zero

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

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

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

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/8
1/16
1/12

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Modulus of rigidity
Radius of the shaft
Length of the shaft
Angle of twist

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
None of these
Sum of moment of inertia is zero
Product of moment of inertia is zero

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