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Theory of Structures

Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/5
L/3
L/4

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

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
2 L
l
L/2

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Straight line formula
Parabolic formula
Perry
Rankine

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Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/8D3n
4D3N/d4n
d4N/4D3n

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Poisson’s ratio
Yield ratio
Hooke’s ratio

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