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Theory of Structures

Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1/4
1
1/2

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

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape partially on removal of the load
It regains its original shape on removal of the load
None of these
It does not regain its original shape at all

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4W²D3n/d4N
4W²D3n²/d4N
4WD²n/d4N

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

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.5
2.34
1.34
1.5

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