Give step-by-step solution with explanation and final answer:| 3. (15 Point)Find the tension in esch cord for the 20-kg mass shown suspended hare. |
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Give step-by-step solution with explanation and final answer:
| 3. (15 Point)Find the tension in esch cord for the 20-kg mass shown suspended hare. |
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Asked by: Rahul
Created at: 2026-02-26 04:04:59
Asked by: Rahul
Created at: 2026-02-26 04:04:59
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Let's solve the problem step by step.
---
## **Step 1: Draw the Free-Body Diagram**
The 20-kg mass is suspended by three cords:
- \( T_1 \) (horizontal, attached to the left wall)
- \( T_2 \) (makes a 60° angle above the horizontal, attached to the ceiling)
- \( T_3 \) (vertical, supporting the mass)
---
## **Step 2: Write the Force Equations**
The mass is in equilibrium, so the sum of forces in both x and y directions must be zero.
Let:
- \( T_1 \): tension in the horizontal cord (left)
- \( T_2 \): tension in the cord at 60° above the horizontal (right)
- \( T_3 \): tension in the vertical cord (downward; supports the weight)
- \( m = 20\,\text{kg} \)
- \( g = 9.8\,\text{m/s}^2 \)
**Vertical (y-direction):**
\[
T_2 \sin 60^\circ + T_1 \sin 90^\circ = T_3
\]
But \(T_1\) is horizontal, so \(T_1 \sin 90^\circ = T_1 \cdot = \).
So,
\[
T_2 \sin 60^\circ = T_3
\]
**Horizontal (x-direction):**
\[
T_1 = T_2 \cos 60^\circ
\]
**Weight:**
\[
T_3 = mg = 20 \times 9.8 = 196\,\text{N}
\]
---
## **Step 3: Substitute and Solve**
### **1. Calculate \( T_2 \)**
\[
T_2 \sin 60^\circ = T_3
\]
\[
T_2 = \frac{T_3}{\sin 60^\circ}
\]
\[
\sin 60^\circ = \frac{\sqrt{3}}{2} \approx .866
\]
\[
T_2 = \frac{196}{.866} \approx 226.4\,\text{N}
\]
---
### **2. Calculate \( T_1 \)**
\[
T_1 = T_2 \cos 60^\circ
\]
\[
\cos 60^\circ = .5
\]
\[
T_1 = 226.4 \times .5 = 113.2\,\text{N}
\]
---
### **3. Tension in the vertical cord (\( T_3 \))**
\[
T_3 = 196\,\text{N}
\]
---
## **Step 4: Final Answers**
\[
\boxed{
\begin{aligned}
T_1 &= 113.2\,\text{N} \\
T_2 &= 226.4\,\text{N} \\
T_3 &= 196\,\text{N}
\end{aligned}
}
\]
---
### **Summary Table**
| Cord | Tension (N) |
|------|-------------|
| \(T_1\) | 113.2 |
| \(T_2\) | 226.4 |
| \(T_3\) | 196 |
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