StepWorking
01Given
Radius r=20 mm=20×10−3 m=2×10−2 m, length L=2.0 m, applied force F=62.8 kN=62.8×103 N≈20π×103 N, Young's modulus Y=2.0×1011 N/m2.
02Find
Longitudinal strain ε=LΔL expressed as a factor of 10−5.
03Visualise
A cylindrical steel rod of cross-sectional area A=πr2 is subjected to an axial tensile force F, causing longitudinal elongation.
04Strategise
From Hooke's law: Stress =Y×Strain⟹Strain=A⋅YF=πr2YF. Note that 62.8≈20π, which simplifies cancellation with π.
05Execute
Calculate the cross-sectional area: A=π(2×10−2)2=4π×10−4 m2=4(3.14)×10−4=1.256×10−3 m2.
Now, compute strain: ε=(4×3.14×10−4)(2.0×1011)62.8×103=2.512×10862.8×103=25×10−5.
✓Verify
Strain is dimensionless. 25×10−5=2.5×10−4 (or 0.025%), which is well within the elastic limit for steel rod under moderate stress.