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Theory of Structures

Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.0 mm
4.5 mm
5.0 mm
5.5 mm

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

Circle
Hyperbola
Parabola
Straight line

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/5
L/4
L/3

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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,

16 m
13 M
14 M
15 M

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Composite beam gets subjected to a couple
Brass experiences compressive force
All of these
Steel experiences tensile force

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