The steel eyebolt shown in the figure is loaded with a force F = 300 N. The bolt is formed from wire of diameter d = 6 mm to a radius R; = 10 mm in the eye and at the shank. Estimate the stresses at the inner and outer surfaces at section A-A.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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**Problem 3-136:**  
The steel eyebolt shown in the figure is loaded with a force \( F = 300 \, \text{N} \). The bolt is formed from wire of diameter \( d = 6 \, \text{mm} \) to a radius \( R_i = 10 \, \text{mm} \) in the eye and at the shank. Estimate the stresses at the inner and outer surfaces at section A–A.

**Diagram Explanation:**

The diagram illustrates a curved steel eyebolt subjected to a force \( F \). The eyebolt is essentially a hook-shaped structure with the following features:

- A force \( F \) is applied at the right-hand side of the bolt, directed to the right.
- The bolt has a circular cross-section with a diameter \( d = 6 \, \text{mm} \).
- The inner radius of curvature of the eyebolt, labeled \( R_i \), is \( 10 \, \text{mm} \).
- A section has been marked as A–A on the bolt.

The illustration also shows the reaction forces and moments at the section under consideration, labeled \( A \) and \( B \), with corresponding forces \( F_A \) and \( F_B \). The radii \( R_i \) from the center to various points on the section are indicated, which are necessary to determine the stresses at specific points.
Transcribed Image Text:**Problem 3-136:** The steel eyebolt shown in the figure is loaded with a force \( F = 300 \, \text{N} \). The bolt is formed from wire of diameter \( d = 6 \, \text{mm} \) to a radius \( R_i = 10 \, \text{mm} \) in the eye and at the shank. Estimate the stresses at the inner and outer surfaces at section A–A. **Diagram Explanation:** The diagram illustrates a curved steel eyebolt subjected to a force \( F \). The eyebolt is essentially a hook-shaped structure with the following features: - A force \( F \) is applied at the right-hand side of the bolt, directed to the right. - The bolt has a circular cross-section with a diameter \( d = 6 \, \text{mm} \). - The inner radius of curvature of the eyebolt, labeled \( R_i \), is \( 10 \, \text{mm} \). - A section has been marked as A–A on the bolt. The illustration also shows the reaction forces and moments at the section under consideration, labeled \( A \) and \( B \), with corresponding forces \( F_A \) and \( F_B \). The radii \( R_i \) from the center to various points on the section are indicated, which are necessary to determine the stresses at specific points.
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