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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
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its number of coils will increase
It is subjected to pure bending
All of these
Its mean diameter will decrease

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.003
0.0025
0.001
0.002

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/4
WI²/12
WI²/8
WI/2

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

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

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

1.7
1.5
1.3
1.2

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