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Theory of Structures

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
The equivalent length of a column of length L, having both the ends hinged, is

L/2
2L
S
L

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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
16 m
14 M
13 M

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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
Von Mises' theory
Rankine's theory
Guest's or Trecas' theory

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
All of these
Are wound by applying a torque
Consist of uniform thin strips

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
4 mm
3 mm
5 mm

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