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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
L
2 L
l

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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 load
Proof stress
Stiffness
Proof resilience

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum compressive stress at the section
Depth of the neutral axis
Maximum tensile stress at the section
Depth of the section

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Theory of Structures
Gradually applied static loads do not change with time their

Direction
All of these
Magnitude
Point of application

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

1.4
1.5
1.6
1.7

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1 : 2
1 : 1½ : 2
2 : 1½ : 1
None of these

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