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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
Graphical method
All of these
Method of joints

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

2.5 cm
1 cm
2 cm
1.5 cm

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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

Rankine
Perry
Straight line formula
Parabolic formula

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
2
1/4
1/2

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Theory of Structures
The strain energy due to volumetric strain

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

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