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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
3 /16
2 /15
3 /8

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Theory of Structures
Gradually applied static loads do not change with time their

Direction
All of these
Magnitude
Point of application

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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/A
2F/3A
F/2A

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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

Stiffness
Proof load
Proof resilience
Proof stress

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

w²a
wa/27
wa²
wa²/27

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Circle
Straight line
Hyperbola

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