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Theory of Structures

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

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

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
w²a
wa/27
wa²

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1.5
1.25
1

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Indeterminate beams
Composite beams
Compound beams

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

Magnitude
All of these
Direction
Point of application

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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

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

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