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6 - N u m e r i c a l   3

Problem

A cylindrical steel rod 0.50 m0.50 \, \mathrm{m} long and 1 cm1 \, \mathrm{cm} in radius is subjected to a tensile force of 1.0×104 N1.0 \times 10^{4} \, \mathrm{N}. Calculate:

  1. The tensile stress.
  2. The change in length (ΔL\Delta L) of the rod.

Data

  • Length of the rod: L=0.50 mL = 0.50 \, \mathrm{m}
  • Radius: r=1.0 cm=1.0×10−2 mr = 1.0 \, \mathrm{cm} = 1.0 \times 10^{-2} \, \mathrm{m}
  • Force applied: F=1.0×104 NF = 1.0 \times 10^{4} \, \mathrm{N}
  • Young’s modulus of steel: Y=20×1010 Nm−2Y = 20 \times 10^{10} \, \mathrm{Nm}^{-2}

Prerequisite Concepts

  1. Tensile Stress:
Tensile Stress=FA \text{Tensile Stress} = \frac{F}{A}

where A=Ï€r2A = \pi r^2 is the cross-sectional area of the rod.

  1. Young’s Modulus:
Y=Tensile StressTensile Strain Y = \frac{\text{Tensile Stress}}{\text{Tensile Strain}}

Rearranging for tensile strain:

Tensile Strain=Tensile StressY \text{Tensile Strain} = \frac{\text{Tensile Stress}}{Y}
  1. Tensile Strain and Change in Length:
Tensile Strain=ΔLL  ⟹  ΔL=Tensile Strain×L \text{Tensile Strain} = \frac{\Delta L}{L} \quad \implies \quad \Delta L = \text{Tensile Strain} \times L

Solution

Step 1: Calculate Tensile Stress

The cross-sectional area of the rod is:

A=πr2=π(1.0×10−2)2=3.14×10−4 m2A = \pi r^2 = \pi (1.0 \times 10^{-2})^2 = 3.14 \times 10^{-4} \, \mathrm{m}^2

The tensile stress is:

Tensile Stress=FA=1.0×1043.14×10−4=3.18×107 Nm−2\text{Tensile Stress} = \frac{F}{A} = \frac{1.0 \times 10^{4}}{3.14 \times 10^{-4}} = 3.18 \times 10^{7} \, \mathrm{Nm}^{-2}

Step 2: Calculate Tensile Strain

Using the formula for tensile strain:

Tensile Strain=Tensile StressY=3.18×10720×1010=1.59×10−4\text{Tensile Strain} = \frac{\text{Tensile Stress}}{Y} = \frac{3.18 \times 10^{7}}{20 \times 10^{10}} = 1.59 \times 10^{-4}

Step 3: Calculate Change in Length

Using the relationship between tensile strain and change in length:

ΔL=Tensile Strain×L=(1.59×10−4)×0.50=7.95×10−5 m\Delta L = \text{Tensile Strain} \times L = (1.59 \times 10^{-4}) \times 0.50 = 7.95 \times 10^{-5} \, \mathrm{m}

Answer

  1. Tensile Stress: 3.18×107 Nm−23.18 \times 10^{7} \, \mathrm{Nm}^{-2}
  2. Change in Length (ΔL\Delta L): 7.95×10−5 m7.95 \times 10^{-5} \, \mathrm{m}