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Mechanical Properties of Solids Test - 47

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Mechanical Properties of Solids Test - 47
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  • Question 1
    1 / -0
    Young's modulus of rubber is $$10^4$$ N$$/m^2$$ and area of cross-section is $$2$$ $$cm^2$$. If force of $$2\times 10^5$$ dyne is applied along its length, then its final length becomes.
    Solution
    Given, $$Y=10^4N/m^2, A=2cm^2=2\times 10^{-4}m^2$$
    $$F=2\times 10^5$$ dyne $$=2$$N
    $$\therefore$$ Initial length $$I=\displaystyle\frac{FL}{AY}$$
    $$=\displaystyle\frac{2\times L}{2\times 10^{-4}\times 10^4}=L$$
    $$\therefore$$ Final length $$=$$ Initial length $$+$$ Increment
    $$=2L$$.
  • Question 2
    1 / -0
    A rubber cord catapult has cross-sectional area 25 mm$$^2$$ and initial length of rubber cord is 10 cm. It is stretched to 5 cm and then released to project a missile of mass 5 g. Taking $$Y_{rubber} = 5 \times 10^8 Nm^{-2}$$, velocity of projected missile is:
    Solution
    Potential energy stored in the rubber cord catault will be converted into kinetic energy of mass
    $$\dfrac{1}{2} mv^2 = \dfrac{1}{2} \dfrac{YAl^2}{L}$$
    where $$l = 5\times 10^{-2} \ $$m,  $$A = 25\times 10^{-6} \ m^2,$$  $$L = 10\times 10^{-2} \ $$m,  $$m = 5\times 10^{-3} \ kg$$
    $$\Rightarrow v = \sqrt{\dfrac{YAl^2}{mL}}$$
    $$v= \sqrt{\dfrac{5 \times 10^8 \times 25 \times 10^{-6} \times (5 \times 10^{-2})^2}{5 \times 10^{-3} \times 10 \times 10^{-2}}}$$
    $$v= 250 ms^{-1}$$
  • Question 3
    1 / -0
    A ball falling-in a lake of depth 400 m has a decrease of $$0.2\%$$ in its volume at the bottom. The bulk modulus of the material of the ball is (in $$Nm^-{2}$$)
    Solution
    Given, $$h=400m, \dfrac{\triangle V}{V}=\dfrac{0.2}{100}$$
    We know that the bulk modulus of the material
    $$B=\dfrac{hpg}{\begin{pmatrix}\dfrac{\triangle V}{V}\end{pmatrix}}$$
    $$B=\dfrac{400\times 10^3\times 9.8}{\dfrac{0.2}{100}}$$
    $$B=\dfrac{400\times 10^3\times 9.8\times 100}{0.2}$$
    $$B=2000\times 10^3\times 9.8\times 100$$
    $$B=1.96\times 10^9 Nm^{-2}$$
  • Question 4
    1 / -0
    One end of a uniform bar of weight $$\displaystyle { w }_{ 1 }$$ is suspended from the roof and a weight $$\displaystyle { w }_{ 2 }$$ is suspended from the other end, the area of cross-section is A. What is the stress at the mid point of the rod?
    Solution
    The downward tension at mid-point of the bar is due to weight of lower half of the bar and the hanging weight.

    The downward tension at mid-point is, $$(w_1)/2 + w_2$$
    As, $$stress = force/area = \dfrac{(w_1)/2 + w_2}{A}$$

    Option C is correct.
  • Question 5
    1 / -0
    When temperature of a gas is $$20^{\circ}C$$ and pressure is changed from $$p_{1} = 1.01\times 10^{5} Pa$$ to $$p_{2} = 1.165\times 10^{5} Pa$$, the volume changes by $$10\%$$. The bulk modulus is
    Solution
    Bulk modulus =$$ B$$
    Change in pressure = $$\triangle p$$
    Change in volume = $$\triangle v$$
    $$B = -\dfrac {\triangle p}{\triangle v/V} = \dfrac {(1.165\times 10^{5} - 1.01\times 10^{5})}{0.1}$$
    $$= 1.55\times 10^{5} Pa$$.
  • Question 6
    1 / -0
    The Poisson's ratio of a material is $$0.8$$. If a force is applied to a wire of this material decreases its cross-sectional area by $$4\%$$, then the percentage increase in its length will be.
    Solution
    The Poisson's ratio $$\sigma$$ is given by
    $$\sigma =\displaystyle\frac{lateral strain}{longitudinal strain}=\frac{\Delta d/d}{\Delta l/l}$$          ........(i)
    where, l$$=$$length of wire
    d$$=$$diameter of wire
    The cross-sectional area of wire is given by
    $$A=\displaystyle \pi r^2=\frac{\pi d^2}{4}$$
    $$\therefore \displaystyle\frac{\Delta A}{A}=\frac{2\Delta d}{d}$$
    $$\Rightarrow \displaystyle\frac{\Delta d}{d}=\frac{\Delta A}{2A}$$         ........(ii)
    From Eqs. (i) and (ii), we get
    $$\displaystyle \sigma =\frac{\displaystyle\frac{\Delta A}{2A}}{\Delta l/l}$$
    $$\Rightarrow \displaystyle\frac{\Delta l}{l}=\frac{\Delta A}{2\sigma \cdot A}=\dfrac{1}{2\times \sigma }\left(\displaystyle\frac{\Delta A}{A}\right)$$
    $$=\displaystyle\frac{1}{2\times 0.8}\times 4\%$$
    $$\displaystyle\frac{\Delta l}{l}=2.5\%$$.
  • Question 7
    1 / -0
    In the shown figure, length of the rod is $$L$$, area of cross-section $$A$$, Young's modulus of the material of the rod is $$Y$$. Then, $$B$$ and $$A$$ is subjected to a tensile force $$F_{A}$$ while force applied at end $$B, F_{B}$$ is lesser than $$F_{A}$$. Total change in length of the rod will be

    Solution
    Tension at $$x$$,
    $$T = F_{A} - [F_{A} - F_{B}] \dfrac {x}{L} = F_{A} \left (1 - \dfrac {x}{L}\right ) + F_{B}\left (\dfrac {x}{L}\right )$$
    Change in length
    $$\triangle (dx) = \dfrac {Tdx}{AY} = \left [F_{A}\left (1 - \dfrac {x}{L}\right ) + F_{B} \left (\dfrac {x}{L}\right )\right ] = \dfrac {dx}{AY}$$
    Total change in length
    $$= \dfrac {1}{AY} \left [\int_{0}^{1} F_{A} (1 - x/L) dx + \int_{0}^{1} F_{B}\left (\dfrac {x}{L}\right )dx \right ]$$
    $$= \dfrac {1}{AY} \left [F_{A}\left (L - \dfrac {L}{2}\right ) + F_{B}\times \dfrac {L}{2}\right ]$$
    $$= \dfrac {1}{AY} [F_{A} + F_{B}] \dfrac {L}{2} = \dfrac {L}{2AY} (F_{A} + F_{B})$$.

  • Question 8
    1 / -0
    An aluminium rod (Young's modulus $$= 7\times 10^{9} N/m^{2})$$ has a breaking strain of $$0.2$$%. The minimum cross-sectional area of the rod in order to support a load of $$10^{4}$$ Newton's is:
    Solution
    No correct option.

    Given,

    Young's modulus $$=7\times10^9N/m^2$$ Breaking strain $$=0.2\% f=10^4N$$

    So from young's modulus formula.

    $$y=\dfrac{fI'}{AI}$$ Where $$I'=\dfrac{2}{1000}$$ 

    By putting the value then we get,

    $$7\times10^9=10^4\times\dfrac{2}{1000}\times A\Rightarrow A=3.5\times10^8m^2$$
  • Question 9
    1 / -0
    One end of a long metallic wire of length $$L$$ is tied to the ceiling. The other end is tied to massless spring of spring constant $$k$$. A mass $$m$$ hangs freely from the free end of the spring. The area of cross-section and Young's modulus of the wire are $$A$$ and $$Y$$ respectively. If the mass is slightly pulled down and released, it will oscillate with a time period $$T$$ equal to
    Solution
    young's modulus $$Y = \dfrac {F\times L}{A\times \triangle L}$$ or $$\dfrac {F}{\triangle L} = \dfrac {YA}{L}$$
    Force constant of wire $$k_{1} = \dfrac {F}{\triangle L} = \dfrac {YA}{L}$$
    Force constant of wire $$k_{1}$$ and spring of force constant $$k$$ are in series
    $$\dfrac {1}{k_{2}} = \dfrac {1}{k} + \dfrac {1}{k_{1}}$$
    or $$k_{2} = \dfrac {kk_{1}}{k + k_{1}} = \dfrac {k\left (\dfrac {YA}{L}\right )}{k + \dfrac {YA}{L}} = \dfrac {kYA}{kL + YA}$$
    The time period of the combination is
    $$T' = 2\pi \sqrt {\dfrac {m}{k_{2}}} = 2\pi \sqrt {\dfrac {m(kL + YA)}{kYA}}$$.
  • Question 10
    1 / -0
    A cubical ball is taken to a depth of $$200 m$$ in a sea. The decrease in volume observed to be $$0.1$$%. The bulk modulus of the ball is - $$(g = 10/ m/s^{-2})$$
    Solution
    Let the bulk modulus be $$B$$. The initial volume be $$v$$ and final volume is $$(v)(0.1/100)=0.001\ v$$
    Change in volume $$\rightarrow dv=0.001\ v-v=-0.99$$
    Pressure on the body, $$P=\rho gh$$
                                         $$=1000\times 10\times 200$$
                                         $$=2000000$$
                                         $$=2\times 10^6\ Pa$$
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