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Theory of Structures

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

1.3
1.5
1.2
1.7

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Theory of Structures
In the truss, the force in the member AC is

8.75 t tensile
t compressive
t tensile
6.25 t compressive

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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 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
The stiffness of the close coil helical spring is

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

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof resilience
Stiffness
Proof stress
Proof load

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The neutral fibre of the section
The inner most fibre of the section
The outer most fibre of the section

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