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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof resilience
Stiffness
Proof load

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/8
1/2
1/3
1/4

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Theory of Structures
In the truss, the force in the member AC is

8.75 t tensile
t compressive
6.25 t compressive
t tensile

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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

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

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

3.125 cm³
4.125 cm²
2.125 cm³
1.125 cm³

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