When a pressure of 100 atmosphere is applied on a spherical ball, then its volume reduces by 0.01%. The bulk modulus of the material of the rubber in dyne / cm2 is:

1. 10×1012                               

2. 100×1012

3. 1×1012                                 

4. 20×1012

Subtopic:  Shear and bulk modulus |
 67%
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The Bulk modulus for an incompressible liquid is

1. Zero                                           

2. Unity

3. Infinity                                       

4. Between 0 to 1

Subtopic:  Shear and bulk modulus |
 72%
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The ratio of lengths of two rods \(A\) and \(B\) of the same material is \(1:2\) and the ratio of their radii is \(2:1\). The ratio of modulus of rigidity of \(A\) and \(B\) will be:

1. \(4:1\) 2. \(16:1\)
3. \(8:1\) 4. \(1:1\)
Subtopic:  Stress - Strain |
 56%
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When a spiral spring is stretched by suspending a load on it, the strain produced is called:

1. Shearing
2. Longitudinal
3. Volume       
4. shearing and longitudinal
Subtopic:  Shear and bulk modulus |
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The Young's modulus of the material of a wire is \(6\times 10^{12}~\text{N/m}^2\) and there is no transverse strain in it, then its modulus of rigidity will be:

1. \(3\times 10^{12}~\text{N/m}^2\)
2. \(2\times 10^{12}~\text{N/m}^2\)
3. \(10^{12}~\text{N/m}^2\)
4. None of the above

Subtopic:  Elasticity |
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A cube of aluminium of sides \(0.1~\text{m}\) is subjected to a shearing force of \(100\) N. The top face of the cube is displaced through \(0.02\) cm with respect to the bottom face. The shearing strain would be:
1. \(0.02\)                                   
2. \(0.1\)
3. \(0.005\)                               
4. \(0.002\)

Subtopic:  Stress - Strain |
 72%
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Shearing stress causes a change in-

1.   Length                              

2.   Breadth

3.   Shape                               

4.   Volume

Subtopic:  Stress - Strain |
 76%
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One end of a uniform wire of length \(L\) and of weight \(W\) is attached rigidly to a point in the roof and a weight \(W_1\) is suspended from its lower end. If \(S\) is the area of cross-section of the wire, the stress in the wire at a height \(\frac{3L}{4}\) from its lower end is:
1. \(\frac{W_1}{S}\)
2. \(\frac{W_1+\left(\frac{W}{4}\right)}{S}\)
3. \(\frac{W_1+\left(\frac{3W}{4}\right)}{S}\)
4. \(\frac{W_1+W}{S}\)

Subtopic:  Stress - Strain |
 76%
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The strain-stress curves of three wires of different materials are shown in the figure. \(P\), \(Q\) and \(R\) are the elastic limits of the wires. The figure shows that:
           

1. Elasticity of wire \(P\) is maximum.
2. Elasticity of wire \(Q\) is maximum.
3. Tensile strength of \(R\) is maximum.
4. None of the above is true.
Subtopic:  Stress - Strain Curve |
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The adjacent graph shows the extension l of a wire of length 1m suspended from the top of a roof at one end with a load W connected to the other end. If the cross sectional area of the wire is 10-6m2 calculate the young’s modulus of the material of the wire

1. 2×1011N/m2

2. 2×10-11N/m2

3. 3×10-12N/m2

4. 2×10-13N/m2

Subtopic:  Stress - Strain Curve |
 80%
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