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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It moves vertically
None of these
It rotates about its C.G.
It moves horizontally

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

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

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

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
3 /16
/16
2 /15

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Theory of Structures
In case of principal axes of a section

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

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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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