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Theory of Structures

Theory of Structures
The load on a spring per unit deflection, is called

Proof resilience
Proof load
Stiffness
Proof stress

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

16 m
14 M
15 M
13 M

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

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

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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
Rankine’s theory
Haig’s theory
St. Venant’s theory

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
15
11
16

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/2EI
WL3/2EI
WL3/3EI
WL²/3EI

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