The h = 110 ft tall communication tower is supported by three cables at A and a ball-and-socket support at O. Cable AB is pre-tensioned with a magnitude TAB = 4 kips. The coordinates of points B, C, and D in the ground (x, y) plane are: . B = (25,45) ft • C=(-15, 20) ft D=(-5, -15) ft . Determine the magnitude of the tension in cables AC and AD and the normal force in tower AO. 14 TAC = TAD = PAO- 1.704 13.74 18.91 DO A kips kips kips B ✓100% X0% ?*0%

Elements Of Electromagnetics
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**Transcription for Educational Website**

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**Title: Analysis of Tension in Cables Supporting a Communication Tower**

**Introduction**

A communication tower, measuring \( h = 110 \) ft in height, is supported by three cables attached at point \( A \) and a ball-and-socket joint at point \( O \). One of the cables, labeled \( AB \), is pre-tensioned with a force of \( T_{AB} = 4 \) kips. The ground coordinates for points \( B \), \( C \), and \( D \) in the \((x, y)\) plane are given as follows:

- \( B = (25, 45) \) ft
- \( C = (-15, 20) \) ft
- \( D = (-5, -15) \) ft

**Objective**

The goal is to determine the magnitude of tensions in cables \( AC \) and \( AD \), along with the normal force in tower \( AO \).

**Diagram Explanation**

The diagram accompanying this scenario depicts the tower \( AO \) as the vertical axis (z-axis) originating from point \( O \) and ending at point \( A \). Three cables \( AB \), \( AC \), and \( AD \) extend from point \( A \) to points \( B \), \( C \), and \( D \) respectively on the ground plane.

**Results**

The calculated tensions and forces are as follows:

- \( T_{AC} = 1.704 \) kips
- \( T_{AD} = 13.74 \) kips
- \( P_{AO} = 18.91 \) kips

---

**Glossary**
- **Kips**: A unit of force equal to 1000 pounds-force.
- **Pre-tensioned**: A state where the cable is already under tension before any additional loads are applied.

**Conclusion**

Understanding the tension in the supporting cables and the normal force in the tower is crucial for ensuring the structural stability of the communication tower. The results indicate how the loads are distributed among the cables and the tower.

---
Transcribed Image Text:**Transcription for Educational Website** --- **Title: Analysis of Tension in Cables Supporting a Communication Tower** **Introduction** A communication tower, measuring \( h = 110 \) ft in height, is supported by three cables attached at point \( A \) and a ball-and-socket joint at point \( O \). One of the cables, labeled \( AB \), is pre-tensioned with a force of \( T_{AB} = 4 \) kips. The ground coordinates for points \( B \), \( C \), and \( D \) in the \((x, y)\) plane are given as follows: - \( B = (25, 45) \) ft - \( C = (-15, 20) \) ft - \( D = (-5, -15) \) ft **Objective** The goal is to determine the magnitude of tensions in cables \( AC \) and \( AD \), along with the normal force in tower \( AO \). **Diagram Explanation** The diagram accompanying this scenario depicts the tower \( AO \) as the vertical axis (z-axis) originating from point \( O \) and ending at point \( A \). Three cables \( AB \), \( AC \), and \( AD \) extend from point \( A \) to points \( B \), \( C \), and \( D \) respectively on the ground plane. **Results** The calculated tensions and forces are as follows: - \( T_{AC} = 1.704 \) kips - \( T_{AD} = 13.74 \) kips - \( P_{AO} = 18.91 \) kips --- **Glossary** - **Kips**: A unit of force equal to 1000 pounds-force. - **Pre-tensioned**: A state where the cable is already under tension before any additional loads are applied. **Conclusion** Understanding the tension in the supporting cables and the normal force in the tower is crucial for ensuring the structural stability of the communication tower. The results indicate how the loads are distributed among the cables and the tower. ---
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