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Mechanical Properties of Solids Test - 45

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Mechanical Properties of Solids Test - 45
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  • Question 1
    1 / -0
    The adjacent graph shows the extension (l) of a wire of length 1 m suspended from the top of a roof at one end and with load 'W' connected to the other end. If the cross-sectional area of the wire is $$ 10^{-6}$$$$m^{-2}$$, calculate the Young modulus of the material of the wire:

    Solution
    From the graph if we choose a point for which $$W=40N$$ and correspondingly $$\triangle L=2\times {10}^{-4}m$$
    Also given,
    $$A={10}^{-6}{m}^{2}$$
    $$l=1m$$
    $$\therefore$$ Youngs modulus,$$Y=\cfrac{\cfrac{F}{A}}{\cfrac{\triangle l}{l}}$$
    putting values we get,
    $$Y=\cfrac{F\times l}{A\times\triangle l}$$
    $$=\cfrac{40\times 1}{{10}^{-6}\times2\times{10}^{-4}}$$
    $$=2\times{10}^{11}N/{m}^{2}$$
  • Question 2
    1 / -0
    A rod of length L and diameter D is subjected to a tensile load P. Which of the following is sufficient to calculate the resulting change in diameter?
    Solution
    Young's modulus$$=\cfrac{\cfrac{F}{A}}{\cfrac{\triangle l}{l}}$$
    Shear Modulus$$=\cfrac{p}{\cfrac{\triangle V}{V}}$$
  • Question 3
    1 / -0
    A wire of initial length $$L$$ and radius $$r$$ is stretched by a length $$l$$. Another wire of same material but with initial length $$2L$$ and radius $$2r$$ is stretched by a length $$2l$$. The ratio of the stored elastic energy per unit volume in the first and second wire is,
    Solution
    Elastic energy stored per unit volume   $$E = \dfrac{1}{2}\times Stress \times Strain$$
    Using Hooke's law,   $$Stress = Y\times Strain$$
    We get  $$E = \dfrac{1}{2}Y\times (Strain)^2$$             where Young's modulus  $$Y$$ is a material property
    $$\implies$$  $$E\propto (Strain)^2$$
    Strain in first wire,  $$Strain_1 = \dfrac{l}{L}$$
    Strain in second wire,  $$Strain_2 = \dfrac{2l}{2L} = \dfrac{l}{L}$$
    $$\therefore$$ Ratio of energy stored per unit volume  $$\dfrac{E_1}{E_2} = \dfrac{(l/L)^2}{(l/L)^2} =1$$
    $$\implies$$  $$E_1 : E_2 = 1:1$$
  • Question 4
    1 / -0
    The materials, which do not show a fixed trend of deformation vs. applied force, are called:
    Solution
    Elastic materials are those that follow the Hooke's law, which is that the deformation produced in a material is directly proportional to the stress applied to it, and the material is recoverable after the deformation force is removed.
    Inelastic materials are those that do not follow this relationship. They do not show a fixed trend of deformation vs applied force; in fact, they might not deform at all (rigid materials) or the deformation observed is not completely recoverable.
  • Question 5
    1 / -0
    A metal rod is fixed rigidly at two ends . If $$L, \alpha$$ and $$Y$$ respectively denote the length of the rod, coefficient of linear thermal expansion and Young's modulus of its material, then for an increase in temperature of the rod by $$\triangle T$$, the longitudinal stress developed in the rod is
    Solution
    The increase in length of the rod due to increase in temperature of the rod=$$L\alpha \Delta T$$
    The strain in the rod due to increase in temperature of the rod=$$\alpha \Delta T$$
    Hence the longitudinal stress in the rod=$$Y\times Strain=Y\alpha\Delta T$$
    Hence correct answer is option D.
  • Question 6
    1 / -0
    In the Searle's method to determine the Young's modulus of a wire, a steel wire of length $$156cm$$ and diameter $$0.054\ cm$$ is taken as experimental wire. the average increase in length for $$1.5\ kgwt$$ is found to be $$0.050cm$$. then the Ypung's modulus of the wire is 
    Solution
    We know, Young's modulus is given by :
    $$Y = \dfrac {\text {Longitudinal stress}}{\text {Longitudinal strain}}$$
    if the radius of the wire of $$'r'$$ then $$A = \pi r^{2}$$
    $$Y =\dfrac {MgL}{\pi r^{2}l}$$

    The figure shows the Searle's apparatus.

  • Question 7
    1 / -0
    When temperature of gas is $$20^{0}C$$ and pressure is changed from $$P_1$$=1.01$$\times 10^{5}$$Pa to $$P_2$$=1.165$$\times 10^{5}$$Pa then the volume changed by 10%. the bulk modulus is:
    Solution
    Change in pressure,
    $$\triangle P={P}_{2}-{P}_{1}$$
    $$=0.155\times{10}^{5}{P}_{a}$$
    and,
    $$\cfrac{\triangle V}{V}=\cfrac{10}{100}$$
    $$\therefore $$ Bulk Modulus$$=\cfrac{\triangle P}{\cfrac{\triangle V}{V}}$$
    $$=\cfrac{0.155\times{10}^{5}}{\cfrac{10}{100}}$$
    $$=1.55\times{10}^{5} {P}^{a}$$
  • Question 8
    1 / -0
    Stretching of a rubber band results in ___________.
    Solution
    When a rubber band is stretched, work is done on it , in course of which some amount of energy in the form of elastic potential energy (strain energy) is input into it.  This increases the potential energy of the system. When the rubber band is released, the potential energy is quickly converted to kinetic  energy.
    Option C.
  • Question 9
    1 / -0

    An iron rod of length 2m and cross- sectional area of $$50mm^{2}$$ stretched by 0.5mm, when a mass of 250 kg is hung from its lower end. Young's modulus of iron rod is 

    Solution
    $$\displaystyle Y=\frac{F/A}{\Delta l/l}=\dfrac{\dfrac{250\times 9.8}{50\times 10^{-6}}}{\dfrac{0.5\times 10^{-3}}{2}}$$
    $$\displaystyle =\dfrac{250\times 9.8}{50\times 10^{-6}}\times \dfrac{2}{0.5\times 10^{-3}}\Rightarrow 19.6\times 10^{10}N/m^{2}$$
  • Question 10
    1 / -0
    A copper wire of length 2.2 m and a steel wire of length 1.6 m, both of diameter 3.0 mm are connected end to end. When stretched by a force, the elonation in length 0.50 mm is produced in the copper wire. The stretching force is
    $$(Y_{cu}=1.1\times 10^{11}N/m^2, Y_{steel}=2.0\times 10^{11}N/m^2)$$
    Solution
    Given that,
    Length of the copper wire$$ l_1=2.2m$$
    Length of the steel wire $$l_2=1.6m$$
    Elongation in length$$\triangle{l}=0.5.mm$$
                               $$=0.5\times10^{-3}m$$
     Radius of the$$Cu$$ wire $$r_1=1.5\times 10^{-3}m$$
    $$Y_1=1.1\times 10^{11} N/m^2$$
    $$Y_2=2.0\times 10^{11}N/m^2$$
    Let $$F$$ be the stretching force in both the wires then,
    for $$ Cu$$ wire, $$Y_1=\dfrac{F}{\pi r^2_1}\times \dfrac{l_1}{\triangle l_1}$$
    $$\Rightarrow F=\dfrac{Y_1\pi r_1^2 \times \triangle l_1}{l_1}$$
    $$=\dfrac{1.1\times 10^{-11}}{2.2}\times \dfrac{22}{7}\times (1.5\times 10^{-3})^2\times 0.5\times 10^3$$
    $$=1.8\times 10^2N$$
    So the streching force in the copper wire be $$1.8\times10^2N$$
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