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Theory of Structures

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

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

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

2/3
8/5
3/2
5/8

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Theory of Structures
At yield point of a test piece, the material

Undergoes plastic deformation
Behaves in an elastic manner
Obeys Hooke’s law
Regains its original shape on removal of the load

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The outer most fibre of the section
The neutral fibre of the section
The inner most fibre of the section
The fibre everywhere

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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 = S × F
Q = F – S

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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

14
15
16
11

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