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Theory of Structures

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
5.5 mm
4.0 mm

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
m = 2j – 3
j = 2m – 3
m = 3j – 2

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Theory of Structures
In case of principal axes of a section

Product of moment of inertia is zero
None of these
Difference of moment inertia is zero
Sum of moment of inertia is zero

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

Graphical method
All of these
Method of joints
Method of sections

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Compound beams
Composite beams
Indeterminate beams

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

M = 0
H = 0
V = 0
All of these

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