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Theory of Structures

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

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

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
L
2L
L

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d
Depth d 3
Depth d M

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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,

15 M
13 M
14 M
16 m

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Guest or Trecas
St. Venant
Von Mises

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