**Problem Statement:**4. The beam is subjected to the loading shown. At point C, determine: (a) the principal stresses, (b) the absolute maximum shear stress.**Details:**- **Diagram Explanation:** - The diagram shows a simply supported beam labeled A and B, with a uniform distributed load of 8 kN/m applied across the entire span of the beam. - The beam has a total length of 6 meters, divided into two equal segments of 3 meters each from point A to point C and from C to point B. - A section is highlighted at point C with a 75 mm by 75 mm cross-sectional dimension. - There is a legend indicating that dimensions of 150 mm are also relevant to the diagram or beam configuration.- **Text Box Details:** - There is a box indicating: - \( \sigma_1 = \sigma_2 = 0 \) - \(\tau_{ \text{max} } = 0\)This describes the conditions at point C, where the principal stresses (\(\sigma_1\) and \(\sigma_2\)) and the absolute maximum shear stress (\(\tau_{\text{max}}\)) are given as zero.

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Answered: 75 mm 4. The beam is subjected to the…

75 mm 4. The beam is subjected to the loading shown. At point C, determine 75 mm (a) the principal stresses, 8kN/m 150 mm (b) the absolute maximum shear stress. 0 = 02 = 0, Tae = 0 B

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

**Problem Statement:**

4. The beam is subjected to the loading shown. At point C, determine:

(a) the principal stresses,

(b) the absolute maximum shear stress.

**Details:**

- **Diagram Explanation:**
- The diagram shows a simply supported beam labeled A and B, with a uniform distributed load of 8 kN/m applied across the entire span of the beam.
- The beam has a total length of 6 meters, divided into two equal segments of 3 meters each from point A to point C and from C to point B.
- A section is highlighted at point C with a 75 mm by 75 mm cross-sectional dimension.
- There is a legend indicating that dimensions of 150 mm are also relevant to the diagram or beam configuration.

- **Text Box Details:**
- There is a box indicating:
- \( \sigma_1 = \sigma_2 = 0 \)
- \(\tau_{ \text{max} } = 0\)

This describes the conditions at point C, where the principal stresses (\(\sigma_1\) and \(\sigma_2\)) and the absolute maximum shear stress (\(\tau_{\text{max}}\)) are given as zero.

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