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Mechanical Properties of Solids

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Question : 19 of 21
Marks: +1, -0
A mild steel wire of length 1.0 m and cross-sectional area 0.50×102cm20.50 \times 10^{-2} \mathrm{cm}^{2} is stretched, well within its elastic limit, horizontally between two pillars. A mass of 100 g is suspended from the mid-point of the wire. Calculate the depression at the mid-point.
Solution:  
Refer figure, let x be the depression at the mid point i.e. CD=x.CD = x.
In figure, AC=CB=l=0.5 m;AC = CB = l = 0.5 \text{ m};
m=100 g=0.100 kg,m=100 \text{ g}=0.100 \text{ kg},
AD=BD=(l2+x2)1/2A D = B D = (l^{2}+x^{2})^{1/2}
Increase in length,
Δl=AD+DBAB=2ADAB\Delta l = AD + DB - AB = 2AD - AB
=2(l2+x2)1/22l=2(l^{2}+x^{2})^{1/2}-2l
=2l(1+x2l2)1/22l=2l\left(1+\frac{x^{2}}{l^{2}}\right)^{1/2}-2l
=2l[1+x22l2]2l=2l\left[1+\frac{x^{2}}{2l^{2}}\right]-2l
=x2l=\frac{x^{2}}{l}
\therefore Strain =Δl2l=x22l2=\frac{\Delta l}{2l}=\frac{x^{2}}{2l^{2}}
If TT is the tension in the wire, then 2Tcosθ=mg2T\cos\theta = mg or T=mg2cosθT=\frac{mg}{2\cos\theta}
Here, cosθ=x(l2+x2)1/2\cos\theta = \frac{x}{\left(l^{2}+x^{2}\right)^{1/2}}
=xl(1+x2l2)1/2=\frac{x}{l\left(1+\frac{x^{2}}{l^{2}}\right)^{1/2}}
=xl(1+12x2l2)=\frac{x}{l\left(1+\frac{1}{2}\frac{x^{2}}{l^{2}}\right)}
As, xl,x \ll l, so 112x2l21 \gg \frac{1}{2}\frac{x^{2}}{l^{2}} and 1+12x2l21cosθ=xl1+\frac{1}{2}\frac{x^{2}}{l^{2}} \approx 1 \therefore \cos\theta = \frac{x}{l}
Hence, T=mg2(xl)=mgl2x,T=\frac{mg}{2\left(\frac{x}{l}\right)}=\frac{mgl}{2x},
Stress =TA=mgl2Ax=\frac{T}{A}=\frac{mgl}{2Ax}
Y=stressstrainY=\frac{\text{stress}}{\text{strain}}
=mgl2Ax×2l2x2=\frac{mgl}{2Ax} \times \frac{2l^{2}}{x^{2}}
=mgl3Ax3=\frac{mgl^{3}}{Ax^{3}}
x=l[mgYA]1/3\therefore x = l \left[ \frac{mg}{YA} \right]^{1/3}
=0.5[0.1×1020×1011×0.5×106]1/3=0.5 \left[ \frac{0.1 \times 10}{20 \times 10^{11} \times 0.5 \times 10^{-6}} \right]^{1/3}
=1.074×102=1.074 \times 10^{-2}
=1.074 cm=1.074 \text{ cm}
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