Construct the shear and moment diagrams for the beam loaded by the 2.2-kN force and the 1.4-kN-m couple. Then answer the questions. The distance x is measured from point A to the right. 2.2 kN 1.4 kN-m B A 1.5 m 1.5 m 1.5 m Questions: At x = 0.90 m, V= i kN, M = i kN-m At x = 2.40 m, V = i kN, M = i kN-m Atx = 3.90 m, V= i kN, M = i kN-m

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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### Problem Statement:

Construct the shear and moment diagrams for the beam loaded by the 2.2-kN force and the 1.4-kN·m couple. Then answer the questions. The distance \( x \) is measured from point \( A \) to the right.

### Diagram Description:

The diagram shows a horizontal beam with a pinned support at point \( A \) and a roller support further to the right. The beam is divided into equal segments of 1.5 meters each. From left to right:

- A counterclockwise couple of 1.4 kN·m is applied just after point \( A \).
- At the end of the beam, a downward force of 2.2 kN is applied.

### Questions:

1. **At \( x = 0.90 \, \text{m} \)**:
   - Shear force (\( V \)): \(\_\_\_ \, \text{kN}\)
   - Bending moment (\( M \)): \(\_\_\_ \, \text{kN} \cdot \text{m}\)

2. **At \( x = 2.40 \, \text{m} \)**:
   - Shear force (\( V \)): \(\_\_\_ \, \text{kN}\)
   - Bending moment (\( M \)): \(\_\_\_ \, \text{kN} \cdot \text{m}\)

3. **At \( x = 3.90 \, \text{m} \)**:
   - Shear force (\( V \)): \(\_\_\_ \, \text{kN}\)
   - Bending moment (\( M \)): \(\_\_\_ \, \text{kN} \cdot \text{m}\)
Transcribed Image Text:### Problem Statement: Construct the shear and moment diagrams for the beam loaded by the 2.2-kN force and the 1.4-kN·m couple. Then answer the questions. The distance \( x \) is measured from point \( A \) to the right. ### Diagram Description: The diagram shows a horizontal beam with a pinned support at point \( A \) and a roller support further to the right. The beam is divided into equal segments of 1.5 meters each. From left to right: - A counterclockwise couple of 1.4 kN·m is applied just after point \( A \). - At the end of the beam, a downward force of 2.2 kN is applied. ### Questions: 1. **At \( x = 0.90 \, \text{m} \)**: - Shear force (\( V \)): \(\_\_\_ \, \text{kN}\) - Bending moment (\( M \)): \(\_\_\_ \, \text{kN} \cdot \text{m}\) 2. **At \( x = 2.40 \, \text{m} \)**: - Shear force (\( V \)): \(\_\_\_ \, \text{kN}\) - Bending moment (\( M \)): \(\_\_\_ \, \text{kN} \cdot \text{m}\) 3. **At \( x = 3.90 \, \text{m} \)**: - Shear force (\( V \)): \(\_\_\_ \, \text{kN}\) - Bending moment (\( M \)): \(\_\_\_ \, \text{kN} \cdot \text{m}\)
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