3. The beam is made of steel that has an allowable stress of oallow = 40 ksi. Determine the largest internal moment the beam can resist if the moment is applied (a) about the z axis, (b) about the y axis. -3 in + 0.25 in. 0.25 in. 3 in. 3 in. 3 in. 10.25 in.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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### Problem Statement:
The beam is made of steel that has an allowable stress of \(\sigma_{\text{allow}} = 40 \text{ ksi}\). Determine the largest internal moment the beam can resist if the moment is applied 
(a) about the z axis, 
(b) about the y axis.

### Diagram Details:
The image displays a cross-sectional view of the beam with labeled dimensions:

- **Top and Bottom Flanges:**
  - Width: \(3 \text{ in.}\)
  - Thickness: \(0.25 \text{ in.}\)

- **Web:**
  - Height: \(3 \text{ in.}\)
  - Thickness: \(0.25 \text{ in.}\)

### Analysis:
To solve the problem, one would typically use the following steps:

1. **Calculate the Moment of Inertia:**
   - For axis z, calculate the moment of inertia considering the contribution from both the flanges and the web.
   - For axis y, calculate similarly, but typically the web contributes more prominently.

2. **Use the Bending Stress Formula:**
   \[
   \sigma = \frac{M \cdot c}{I}
   \]
   Where:
   - \(\sigma\) is the bending stress.
   - \(M\) is the moment.
   - \(c\) is the distance from the neutral axis to the outermost fiber.
   - \(I\) is the moment of inertia.

3. **Determine Maximum Moment:**
   - Rearrange the above formula to solve for \(M\), given \(\sigma_{\text{allow}}\).

This calculation will provide the largest moment that the beam can resist without exceeding the allowable stress of 40 ksi for each axis orientation.
Transcribed Image Text:### Problem Statement: The beam is made of steel that has an allowable stress of \(\sigma_{\text{allow}} = 40 \text{ ksi}\). Determine the largest internal moment the beam can resist if the moment is applied (a) about the z axis, (b) about the y axis. ### Diagram Details: The image displays a cross-sectional view of the beam with labeled dimensions: - **Top and Bottom Flanges:** - Width: \(3 \text{ in.}\) - Thickness: \(0.25 \text{ in.}\) - **Web:** - Height: \(3 \text{ in.}\) - Thickness: \(0.25 \text{ in.}\) ### Analysis: To solve the problem, one would typically use the following steps: 1. **Calculate the Moment of Inertia:** - For axis z, calculate the moment of inertia considering the contribution from both the flanges and the web. - For axis y, calculate similarly, but typically the web contributes more prominently. 2. **Use the Bending Stress Formula:** \[ \sigma = \frac{M \cdot c}{I} \] Where: - \(\sigma\) is the bending stress. - \(M\) is the moment. - \(c\) is the distance from the neutral axis to the outermost fiber. - \(I\) is the moment of inertia. 3. **Determine Maximum Moment:** - Rearrange the above formula to solve for \(M\), given \(\sigma_{\text{allow}}\). This calculation will provide the largest moment that the beam can resist without exceeding the allowable stress of 40 ksi for each axis orientation.
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