Let B be the mid point of the rod,
W be the weight of the rod ,
L be the total length of the rod from the point of suspension and
A be the cross-sectional area of the rod.
Extension in the rod at point
B is due to weight of the part of the rod from the point of suspension to
B and weight of the rod below the point
B.
From the definition of Young's modulus of elasticity, we know that
Y=FA×LΔL
⇒ΔL=FLAY
From figure:
Weight of a small element of the rod
dx at distance
x from B will be
WLdx
So, extension at point B due to weight of that small element is given by
WdxL×xAY
Also, the weight acting at
B due to the portion of rod present below it is
W2
Extension due to this weight
=W2×L2AY
Hence, total extension at point
B is given by
(ΔL)B=L/2∫0WxALYdx+(W2×L2)AY
(ΔL)B=WL8AY+WL4AY
⇒(ΔL)B=3WL8AY
Given,
Area of cross-section of rod
(A)=10−8 m2
Young's modulus of elasticity
(Y)=2×1011 N/m2
Length of the rod
(L)=2 m
Mass of the rod
(m)=10 kg
Thus,
(ΔL)B=3(mg)L8YA=3×10× 10×28×10−8×(2×1011)
⇒(ΔL)B=37.5 mm