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Theory of Structures

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

1.5
1.25
1
2.5

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Length of the shaft
Angle of twist
Radius of the shaft
Modulus of rigidity

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

Method of joints
Method of sections
All of these
Graphical method

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

2/3
3/2
4/3
4/7

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL3/2EI
WL²/3EI
WL²/2EI

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/8EL
WL3/48EL
WL3/24EL
WL3/3EL

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