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THEORY OF STRUCTURES

Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
None of these
Difference of moment inertia is zero
Product of moment of inertia is zero

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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

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

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

St. Venant's theory
Guest's or Trecas' theory
Rankine's theory
Von Mises' theory

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Hooke’s ratio
Yield ratio
Poisson’s ratio

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.20 to 1.30
1.40 to 1.50
1.30 to 1.40

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