c) The floor of a railroad flatcar is loaded with loose crates having a coefficient of static friction of 0.25 with the floor. If the train is initially moving at a speed of 48 km/h, in how short a distance can the train be stopped at constant acceleration without causing the crates to slide over the floor?

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Chapter1: Units, Trigonometry. And Vectors
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### Problem Statement

**Concept: Static Friction and Kinematics**

(c) The floor of a railroad flatcar is loaded with loose crates having a coefficient of static friction of 0.25 with the floor. If the train is initially moving at a speed of 48 km/h, in how short a distance can the train be stopped at constant acceleration without causing the crates to slide over the floor?

**Explanation:**

This problem involves understanding the principles of static friction and kinematics. Here are the key steps to solve such a problem:

1. **Coefficient of Static Friction:** This is a measure of how much force is needed to start moving an object at rest. Given as 0.25 in this scenario.

2. **Initial Speed:** The initial speed of the train is given as 48 km/h. For calculation purposes, this speed should be converted into meters per second (m/s).

3. **Determining Stopping Distance:** Using the coefficient of static friction, calculate the maximum deceleration the crates can withstand without sliding. Then, apply kinematic equations to find the shortest stopping distance.

### Solution Outline:

1. **Convert Speed:**
   - Convert 48 km/h to m/s.
   - \( 48 \text{ km/h} = \frac{48 \times 1000}{3600} \text{ m/s} = 13.33 \text{ m/s} \)

2. **Maximum Acceleration:**
   - Using the relationship \( f = \mu \times N \) where \( f \) is the force of friction, \( \mu \) is the coefficient of static friction, and \( N \) is the normal force. With the gravitational acceleration \( g = 9.8 \text{ m/s}^2 \):
   - \( \text{Maximum Acceleration} = \mu \times g = 0.25 \times 9.8 = 2.45 \text{ m/s}^2 \)

3. **Kinematic Equation:**
   - Use \( v^2 = u^2 + 2as \) where \( v \) is the final velocity (0 m/s, since the train stops), \( u \) is the initial velocity, \( a \) is the acceleration, and \( s \) is the stopping distance.
   - Rearrange to find \( s \): \( s = \frac{u^2}{
Transcribed Image Text:### Problem Statement **Concept: Static Friction and Kinematics** (c) The floor of a railroad flatcar is loaded with loose crates having a coefficient of static friction of 0.25 with the floor. If the train is initially moving at a speed of 48 km/h, in how short a distance can the train be stopped at constant acceleration without causing the crates to slide over the floor? **Explanation:** This problem involves understanding the principles of static friction and kinematics. Here are the key steps to solve such a problem: 1. **Coefficient of Static Friction:** This is a measure of how much force is needed to start moving an object at rest. Given as 0.25 in this scenario. 2. **Initial Speed:** The initial speed of the train is given as 48 km/h. For calculation purposes, this speed should be converted into meters per second (m/s). 3. **Determining Stopping Distance:** Using the coefficient of static friction, calculate the maximum deceleration the crates can withstand without sliding. Then, apply kinematic equations to find the shortest stopping distance. ### Solution Outline: 1. **Convert Speed:** - Convert 48 km/h to m/s. - \( 48 \text{ km/h} = \frac{48 \times 1000}{3600} \text{ m/s} = 13.33 \text{ m/s} \) 2. **Maximum Acceleration:** - Using the relationship \( f = \mu \times N \) where \( f \) is the force of friction, \( \mu \) is the coefficient of static friction, and \( N \) is the normal force. With the gravitational acceleration \( g = 9.8 \text{ m/s}^2 \): - \( \text{Maximum Acceleration} = \mu \times g = 0.25 \times 9.8 = 2.45 \text{ m/s}^2 \) 3. **Kinematic Equation:** - Use \( v^2 = u^2 + 2as \) where \( v \) is the final velocity (0 m/s, since the train stops), \( u \) is the initial velocity, \( a \) is the acceleration, and \( s \) is the stopping distance. - Rearrange to find \( s \): \( s = \frac{u^2}{
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