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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

T/M
2M/ T
2T/M
M/T

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

Proof resilience
Proof load
Stiffness
Proof stress

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
4D3N/d4n
8D3N/d4n
d4N/8D3n

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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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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Compound beams
Indeterminate beams
Composite beams
Determinate beams

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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

60°
90°
30°
45°

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