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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
2.5
1.5
1

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

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

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

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

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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,

14 M
13 M
16 m
15 M

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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
St. Venant’s theory
Haig’s theory

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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
WL²/3EI
WL3/3EI
WL3/2EI

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