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Theory of Structures

Theory of Structures
A three hinged arch is generally hinged at its supports and

Anywhere in the rib
At the crown
None of these
At one quarter span

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

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

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

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

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

100/EIc
200/EIc
50/EIc
150/EIc

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Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

I/M = R/E = F/Y
M/I = R/E = F/Y
M/I = E/R = F/Y
M/I = E/R = Y/F

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
All of these
Its number of coils will increase
It is subjected to pure bending

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