Given that,
Length of rod, l=1m
Radius of rod, r=10mm=0.01m
Force along its length, F=100×103N=105N
(a) Stress,
σ=forcearea
=105π(0.01)2
=1053.14×10−4
=0.318×109
=3.18×108N/m2
(b) Elongation,
ΔL=FAY
=3.18×1082×1011
=1.59×10−3m
(c) Strain,
=ΔLL
=1.59×10−31
=0.16