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Question

A mild steel wire of length 1.0 m and cross-sectional area 0.50×102cm2 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.

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Solution


From the above figure,
Let x be the depression at the mid point i.e. CD=x.
In fig.,
AC=CB=l=0.5m ;
m=100g=0.100Kg
AD=BD=(l2+x2)12
Increase in length, l=AD+DBAB=2ADAB
=2(l2+x2)122l=2l(1+x2l2)2l=2l[1+x22l2]2l=x2l
strain =l2l=x22l2
If T is the tension in the wire, then
2Tcosθ=mg
or, T=mg2cosθ
Here, cosθ=x(l2+x2)12=xl(1+x2l2)12=x(1+12x2l2)
As, x<<l, so 1>>1x22l2 and 1+12x2l21
Hence, T=mg2(x1)=mgl2x
stress =TA=mgl2Ax
Y=stressstrain=mgl2Ax×2l2x2=mgl3Ax3
x=l[mgYA]13=0.5[0.1×1020×1011×0.5×106]13=1.074×102m
=1.074 cm

382076_419494_ans.png

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