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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof load
Proof stress
Proof resilience

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

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

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Theory of Structures
Stress may be defined as

Force per unit volume
Force per unit length
None of these
Force per unit area

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
4/7
1/7
2/7

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

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars intersecting at a point
three parallel bars
Two bars
Three bars

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