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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI²/12
WI²/4
WI/2

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

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Guest's or Trecas' theory
Rankine's theory
St. Venant's theory
Haig's theory

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

p/a²
3p/a²
4p/a²
2p/a²

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD³/6
B²D/6
BD³/12
BD²/6

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

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