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Theory of Structures

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/2EI
WL²/2EI
WL3/3EI
WL²/3EI

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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

15
16
14
11

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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 triangular section, is

2.5
1.34
1.5
2.34

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
1
4
2

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

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

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