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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Stiffness
Proof resilience
Proof stress

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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

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

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
All of these
Young’s modulus is same in tension as well as in compression
Material is homogeneous

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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

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

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

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

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars intersecting at a point
three parallel bars
Two bars
Three bars

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