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Theory of Structures

Theory of Structures
In case of a simply supported rectangular 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/4
L/3
L/5

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = h/l² × (1 – x )
y = 4h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = 3h/l² × (1 – x)

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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:

5.0 mm
5.5 mm
4.5 mm
4.0 mm

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

All of these
(3/2)K (1 – 2/m) = N (1 + 1/m)
E = 3K (1 – 2/m)
E = 2N (1 + 1/m)

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Theory of Structures
For beams breadth is constant,

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

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Theory of Structures
Flat spiral springs

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

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