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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
2
1
1½

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

30°
45°
60°
90°

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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
WL3/3EI
WL²/2EI
WL²/3EI

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Theory of Structures
A material is said to be perfectly elastic if

It does not regain its original shape at all
It regains its original shape partially on removal of the load
None of these
It regains its original shape on removal of the load

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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
14 M
13 M
16 m

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Yield ratio
Hooke’s ratio
Poisson’s ratio

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