Problem 24
Question
A steel rod of diameter \(1 \mathrm{~cm}\) is clamped firmly at each end when its temperature is \(25^{\circ} \mathrm{C}\) so that it cannot contract on cooling. The tension in the rod at \(0^{\circ} \mathrm{C}\) is : \(\left(\alpha=10^{-5} /{ }^{\circ} \mathrm{C}, Y=2 \times 10^{11} \mathrm{~N} / \mathrm{m}^{2}\right)\) (a) \(4000 \mathrm{~N}\) (b) \(7000 \mathrm{~N}\) (c) \(7400 \mathrm{~N}\) (d) \(4700 \mathrm{~N}\)
Step-by-Step Solution
Verified Answer
The tension in the rod at \(0^{\circ} \mathrm{C}\) is approximately \(4000 \mathrm{~N}\), option (a).
1Step 1: Identify Given Values
We are given a steel rod with the following parameters:- Diameter of the rod: \( 1 \text{ cm} \)- Initial temperature \( T_1: 25^{\circ} \text{C} \)- Final temperature \( T_2: 0^{\circ} \text{C} \)- Coefficient of linear expansion \( \alpha = 10^{-5}/{}^{\circ} \text{C} \)- Young's modulus \( Y = 2 \times 10^{11} \text{ N/m}^2 \).
2Step 2: Calculate Change in Temperature
Determine the change in temperature:\[\Delta T = T_2 - T_1 = 0^{\circ} \text{C} - 25^{\circ} \text{C} = -25^{\circ} \text{C}\].
3Step 3: Calculate Thermal Strain
Use the formula for thermal strain, which is the product of the coefficient of linear expansion and change in temperature:\[\epsilon = \alpha \times \Delta T = (10^{-5}/{}^{\circ} \text{C}) \times (-25^{\circ} \text{C}) = -2.5 \times 10^{-4}\].
4Step 4: Calculate Thermal Stress
Since the rod is clamped and cannot contract, the thermal stress is equal to \( Y \times \text{strain} \) because stress and strain are related by Young's modulus \( Y \). Thus, we have:\[\sigma = Y \times \epsilon = (2 \times 10^{11} \text{ N/m}^2) \times (-2.5 \times 10^{-4})\].
5Step 5: Simplify the Stress Calculation
Calculate the stress \( \sigma \):\[\sigma = 2 \times 10^{11} \times -2.5 \times 10^{-4} = -5 \times 10^{7} \text{ N/m}^2\].
6Step 6: Calculate Tension in the Rod
To find the tension in the rod, multiply the stress by the cross-sectional area \( A \). First, calculate the cross-sectional area using the diameter:\[A = \pi \times \left(\frac{0.01}{2}\right)^2 = \pi \times (0.005)^2 = 7.85 \times 10^{-5} \text{ m}^2\].Then, multiply it by the absolute value of stress to find the tension (since tension is a magnitude and cannot be negative):\[T = |\sigma| \times A = 5 \times 10^{7} \times 7.85 \times 10^{-5} = 3925 \text{ N}\].
7Step 7: Round and Identify Closest Answer
Since the calculated tension is approximately 3925 N, which is closest to \( 4000 \text{ N} \). Hence, the correct choice is (a).
Key Concepts
Coefficient of Linear ExpansionYoung's ModulusThermal Strain Calculation
Coefficient of Linear Expansion
The Coefficient of Linear Expansion (\( \alpha \)) is a measure of how much a material expands per degree change in temperature. In the case of the steel rod, it's given as \( 10^{-5}/{}^{\circ} \text{C} \).
### How It Works
### How It Works
- Whenever the temperature of a material changes, its dimensions do too.
- In a solid, the change in length (\( \Delta L \)) is proportional to its original length (\( L_0 \)) and the change in temperature (\( \Delta T \)).
- The formula is \( \Delta L = L_0 \times \alpha \times \Delta T \)
- The coefficient of linear expansion is crucial because it quantifies how temperature affects size.
Young's Modulus
Young's Modulus (\( Y \)) measures a material's ability to withstand changes in length under tension or compression. It links stress and strain through the equation:
\[ Y = \frac{\text{Stress}}{\text{Strain}} \]
This constant describes the rod's stiffness—key in determining how much stress generates due to constraints like clamping.
### Key Takeaways
\[ Y = \frac{\text{Stress}}{\text{Strain}} \]
This constant describes the rod's stiffness—key in determining how much stress generates due to constraints like clamping.
### Key Takeaways
- Young's Modulus is extremely high for materials that don't stretch much under force, like steel (given as \( 2 \times 10^{11} \text{ N/m}^2 \)
- This means that even small strains can result in large stresses.
Thermal Strain Calculation
Thermal strain is the relative change in length due to temperature changes. For the steel rod, thermal strain (\( \epsilon \)) is calculated using the formula:
\[ \epsilon = \alpha \cdot \Delta T \]
This equation reveals how the rod's dimensions would change under different temperatures if it were free to expand or contract.
### Steps in the Context of the Problem
\[ \epsilon = \alpha \cdot \Delta T \]
This equation reveals how the rod's dimensions would change under different temperatures if it were free to expand or contract.
### Steps in the Context of the Problem
- Calculate the change in temperature (\( \Delta T \)) which was \( -25^{\circ} \text{C} \) as given by \( T_2 - T_1 = 0^{\circ} \text{C} - 25^{\circ} \text{C} \)
- Use the coefficient of linear expansion (\( \alpha \)) to find the strain.
- The resulting strain is \( \epsilon = -2.5 \times 10^{-4} \), indicating how much the material wants to contract per initial length.
Other exercises in this chapter
Problem 21
At temperature \(T_{0}\), two metal strips of length \(l_{0}\) and thickness \(d\), is bolted so that their ends coincide. The upper strip is made up of metal \
View solution Problem 23
A copper rod of length \(l_{0}\) at \(0^{\circ} \mathrm{C}\) is placed on smooth surface. The rod is heated up to \(100^{\circ} \mathrm{C}\). The longitudinal s
View solution Problem 26
What will be the stress at \(-20^{\circ} \mathrm{C}\), if a steel rod with a cross-sectional area of \(150 \mathrm{~mm}^{2}\) is stretched between two fixed poi
View solution Problem 27
Two steel rods and copper rod of equal length \(l_{0}\) and equal cross-sections are joined rigidly as shown. All the rods are in a state of zero tension at \(0
View solution