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Theory of Structures

Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
4W²D3n/d4N
2WD3n/d4N
8WD3n/d4N

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

2L
L
S
L/2

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

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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

11
15
16
14

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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

0.002
0.001
0.0025
0.003

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Theory of Structures
In case of a simply supported I-section 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/4
L/5
L/3

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