A cantilevered beam is loaded as shown. The cross section at the wall is shown, with points of interes the center), and C(midway between A and B). mm - 200 mm 50 mm Cross section at wall where F= 2.2 kN NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this p

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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**Required Information**

A cantilevered beam is loaded as shown. The cross-section at the wall is illustrated, with points of interest: A (at the top), B (at the center), and C (midway between A and B).

- Diagram: The beam is shown with a horizontal length of 200 mm. The cross-section at the wall is a 50 mm by 50 mm square. Force \( F \) is applied at the left end. Points A, B, and C are marked vertically along the depth of the cross-section, with A at the top of the beam, B at the center, and C between A and B.

- \( F = 2.2 \, \text{kN} \)

**Note:** This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.

---

**Problem Statement**

Calculate the magnitudes of the stresses acting on the stress elements. Do not neglect transverse shear stress.

The magnitudes of stresses acting on the stress elements are as follows:

- **At Element A:**
  - \( \sigma_A = \underline{\hspace{30px}} \, \text{MPa} \) and \( \tau_A = \underline{\hspace{30px}} \, \text{MPa} \)

- **At Element B:**
  - \( \sigma_B = \underline{\hspace{30px}} \, \text{MPa} \) and \( \tau_B = \underline{\hspace{30px}} \, \text{MPa} \)

- **At Element C:**
  - \( \sigma_C = \underline{\hspace{30px}} \, \text{MPa} \) and \( \tau_C = \underline{\hspace{30px}} \, \text{MPa} \)
Transcribed Image Text:**Required Information** A cantilevered beam is loaded as shown. The cross-section at the wall is illustrated, with points of interest: A (at the top), B (at the center), and C (midway between A and B). - Diagram: The beam is shown with a horizontal length of 200 mm. The cross-section at the wall is a 50 mm by 50 mm square. Force \( F \) is applied at the left end. Points A, B, and C are marked vertically along the depth of the cross-section, with A at the top of the beam, B at the center, and C between A and B. - \( F = 2.2 \, \text{kN} \) **Note:** This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. --- **Problem Statement** Calculate the magnitudes of the stresses acting on the stress elements. Do not neglect transverse shear stress. The magnitudes of stresses acting on the stress elements are as follows: - **At Element A:** - \( \sigma_A = \underline{\hspace{30px}} \, \text{MPa} \) and \( \tau_A = \underline{\hspace{30px}} \, \text{MPa} \) - **At Element B:** - \( \sigma_B = \underline{\hspace{30px}} \, \text{MPa} \) and \( \tau_B = \underline{\hspace{30px}} \, \text{MPa} \) - **At Element C:** - \( \sigma_C = \underline{\hspace{30px}} \, \text{MPa} \) and \( \tau_C = \underline{\hspace{30px}} \, \text{MPa} \)
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