Step 1: Understanding the Question:
The goal is to calculate the total axial deformation (elongation) of a steel rod under a uniaxial tensile load.
We are given the material properties (Young's Modulus) and the structural geometry (length, cross-sectional area) along with the applied tensile force.
Step 2: Key Formula or Approach:
The elongation of a bar under an axial load is given by Hooke's Law:
\[ \delta L = \frac{P L}{A E} \]
where:
\(P\) is the applied axial tensile load.
\(L\) is the initial length of the rod.
\(A\) is the uniform cross-sectional area of the rod.
\(E\) is the Young's Modulus of the material.
Step 3: Detailed Explanation:
• Identify the given parameters from the problem statement:
Cross-sectional area, \(A = 1\text{ cm}^{2}\).
Original length of the rod, \(L = 100\text{ cm}\).
Axial pull force, \(P = 20000\text{ N}\).
Modulus of Elasticity, \(E = 20 \times 10^{6}\text{ N/cm}^{2}\).
• Verify that all the units are fully consistent with each other:
Force is in Newtons (\(\text{N}\)), length is in centimeters (\(\text{cm}\)), and area is in square centimeters (\(\text{cm}^{2}\)). Since \(E\) is given in \(\text{N/cm}^{2}\), the resulting elongation will be in centimeters.
• Substitute the values into the axial elongation equation:
\[ \delta L = \frac{20000 \times 100}{1 \times (20 \times 10^{6})} \]
• Simplify the expression:
\[ \delta L = \frac{2 \times 10^{6}}{20 \times 10^{6}} \]
\[ \delta L = \frac{2}{20} = 0.1\text{ cm} \]
Step 4: Final Answer:
The calculated elongation of the steel rod under the axial pull is \(0.1\text{ cm}\).