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Theory of Structures

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

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

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

Method of joints
All of these
Method of sections
Graphical method

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Theory of Structures
Stress may be defined as

Force per unit volume
Force per unit area
None of these
Force per unit length

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
F/2A
F/A
2F/3A

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

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/12
BD³/6
BD²/6

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