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Theory of Structures

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

1
1.5
2.5
1.25

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.707
0.404
0.505
0.303

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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

WL3/2EI
WL²/3EI
WL3/3EI
WL²/2EI

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
Per centimetre square (N/cm²)
Per millimetre square (N/mm²)
None of these

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Hyperbola
Straight line
Circle

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

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

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