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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

B²D/6
BD³/6
BD³/12
BD²/6

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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

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

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
2 /15
3 /16
/16

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

1.125 cm³
3.125 cm³
2.125 cm³
4.125 cm²

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
Three bars
Three bars intersecting at a point
three parallel bars

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Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/8D3n
4D3N/d4n
d4N/4D3n

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