How to solve this question step by step **Problem 4.8** - The end of pole AD is buried deep in the ground. The tensions in cables BE and CF are 2 kips and 3 kips, respectively. Determine the reactions at support A.**Diagram Explanation:**The diagram shows a mechanical system with a vertical pole, AD. - **Pole AD**: The bottom of this pole is buried underground, suggesting a fixed support at point A.- **Tensions**: The cables running from points B to E and C to F are under tensions of 2 kips and 3 kips, respectively.- **Load**: There is a horizontal force of 6 kip acting at point D.- **Distances**: - Vertical distance (CE and DB): 2 ft each, indicating height differences. - Vertical height from E to horizontal plane (ground level): 5 ft. - Horizontal distance from E to A: 8 ft. - Horizontal distance from A to F: 12 ft.The diagram represents the mechanical setup needed to determine the reactions at the support point A, considering the applied loads and geometrical constraints.

Answered: Image /qna-images/answer/3744287a-040b-4a99-a625-3843c947de2c.jpg

Problem 4.8 - The end of pole AD is buried deep in the ground. The tensions in cables BE and CF are 2 kips and 3 kips, respectively. Determine the reactions at support A. IN 5 ft 63 minnan | 8.ft "A A 6 kip F 12 ftj…………………….…..……........

Problem 4.8 - The end of pole AD is buried deep in the ground. The tensions in cables BE and CF are 2 kips and 3 kips, respectively. Determine the reactions at support A. IN 5 ft 63 minnan | 8.ft "A A 6 kip F 12 ftj…………………….…..……........

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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How to solve this question step by step

**Problem 4.8** - The end of pole AD is buried deep in the ground. The tensions in cables BE and CF are 2 kips and 3 kips, respectively. Determine the reactions at support A.

**Diagram Explanation:**

The diagram shows a mechanical system with a vertical pole, AD.

- **Pole AD**: The bottom of this pole is buried underground, suggesting a fixed support at point A.
- **Tensions**: The cables running from points B to E and C to F are under tensions of 2 kips and 3 kips, respectively.
- **Load**: There is a horizontal force of 6 kip acting at point D.
- **Distances**:
- Vertical distance (CE and DB): 2 ft each, indicating height differences.
- Vertical height from E to horizontal plane (ground level): 5 ft.
- Horizontal distance from E to A: 8 ft.
- Horizontal distance from A to F: 12 ft.

The diagram represents the mechanical setup needed to determine the reactions at the support point A, considering the applied loads and geometrical constraints.

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