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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa/2l
wa²/2l

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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

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

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

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

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

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

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
The point of contraflexure is the point where

M. is minimum
M. changes sign
S.F. is zero
M. is maximum

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