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Theory of Structures

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

WL3/2EI
WL²/2EI
WL²/3EI
WL3/3EI

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

2.34
1.34
2.5
1.5

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

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.10 to 1.20
1.20 to 1.30
1.40 to 1.50

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per centimetre square (N/cm²)
Per metre square (N/m2)
Per millimetre square (N/mm²)

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.707
0.404
0.303

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