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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
Method of sections
Graphical method
All of these

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/6) A
(1/3) A
(1/18) A
(1/12) A

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

L
2 L
L/2
l

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.0 mm
4.5 mm
4.0 mm
5.5 mm

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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 load
Proof stress
Stiffness
Proof resilience

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