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Theory of Structures

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

0.404
0.303
0.707
0.505

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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

WL²/2EI
WL²/3EI
WL3/3EI
WL3/2EI

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It regains its original shape partially on removal of the load
It regains its original shape on removal of the load
It does not regain its original shape at all

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Rankine's theory
Haig's theory
St. Venant's theory
Guest's or Trecas' theory

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

Direction
Point of application
Magnitude
All of these

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
1½
1
½

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