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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

None of these
It rotates about its C.G.
It moves vertically
It moves horizontally

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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 stress
Proof resilience

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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

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

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Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
Is directly proportional to the volume
All of these
Is directly proportional to the square of exerted pressure

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
16
11
15

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
5 mm
4 mm
3 mm

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