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Theory of Structures

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
BD²/6
BD³/12

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

WI/2
WI²/12
WI²/4
WI²/8

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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

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

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

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The neutral fibre of the section
The inner most fibre of the section
The fibre everywhere
The outer most fibre of the section

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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

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

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