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Theory of Structures

Theory of Structures
Stress may be defined as

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

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.003
0.002
0.001
0.0025

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

(1 – g/f)/A
[W (1 + f/ G)]/ A
[W (2 + f/G)]/A
[W (2 + g/f)]/A

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Composite beam gets subjected to a couple
All of these
Brass experiences compressive force
Steel experiences tensile force

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Rigidity
Modulus of Elasticity
Both A. and B.

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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:

4.5 mm
5.0 mm
5.5 mm
4.0 mm

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