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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.7
1.6
1.4
1.5

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

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

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

2/3
5/8
3/2
8/5

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Theory of Structures
At yield point of a test piece, the material

Behaves in an elastic manner
Regains its original shape on removal of the load
Undergoes plastic deformation
Obeys Hooke’s law

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Guest or Trecas
St. Venant
Von Mises

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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

B²D/6
BD²/6
BD³/6
BD³/12

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