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Theory of Structures

Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M 2
Width b 3 M
Width b M
Width b 1/M

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

1.7
1.6
1.4
1.5

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

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

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b²h/12
bh³/12
b³h/12
bh²/12

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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

Composite beams
Determinate beams
Compound beams
Indeterminate beams

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The neutral fibre of the section
The inner most fibre of the section
The outer most fibre of the section

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