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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof stress
Proof load
Proof resilience

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

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

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Theory of Structures
The strain energy due to volumetric strain

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

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Parabolic formula
Perry
Straight line formula
Rankine

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

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

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