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Theory of Structures

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

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

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

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

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

1.6
1.4
1.7
1.5

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/2AE
WL/AE
W²L/AE
W²L/2AE

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

1.7
1.2
1.5
1.3

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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

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

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