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Theory of Structures

Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 2j – 3
j = 2m – 3
m = 3j – 2
j = 3m – 2

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

2.75 cm
4.25 cm
3.50 cm
3.00 cm

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Modulus of Elasticity
Both A. and B.
Shear Modulus

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Modulus of rigidity
Angle of twist
Reciprocal of the length of the shaft
Moment of inertia of the shaft section

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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:

2.125 cm³
1.125 cm³
3.125 cm³
4.125 cm²

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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

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

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