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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It rotates about its C.G.
It moves horizontally
None of these
It moves vertically

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

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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

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

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

40 N
25 N
30 N
35 N

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Theory of Structures
Principal planes are subjected to

None of these
Normal stresses as well as tangential stresses
Normal stresses only
Tangential stresses only

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

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

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