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Theory of Structures

Theory of Structures
Stress may be defined as

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

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is homogeneous
All of these
Young’s modulus is same in tension as well as in compression
Material is isotropic

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

Hyperbola
Parabola
Straight line
Circle

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4W²D3n/d4N
4WD²n/d4N
4W²D3n²/d4N

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

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/3EL
WL3/48EL
WL3/24EL
WL3/8EL

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