For the wide-flange beam with the loading shown, determine the largest load P that can be applied, knowing that the maximum normal stress is 24 ksi and the largest shearing stress using the approximation Tm = V/Aweb is 14.5 ksi. W27 x 146 C |B 12 ft 3 ft Fig. P6.17

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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### Chapter 6 Problem 17P

**Problem Statement:**

For the wide-flange beam with the loading shown, determine the largest load \( P \) that can be applied, knowing that the maximum normal stress is 24 ksi and the largest shearing stress using the approximation \( \tau_m = \frac{V}{A_{\text{web}}} \) is 14.5 ksi.

**Diagram Explanation:**

- The diagram (Fig. P6.17) shows a beam supported at two points, \( A \) and \( C \), with a span of 15 feet (3 feet from \( A \) to \( B \) and 12 feet from \( B \) to \( C \)).
- The beam is subjected to a downward load \( P \) applied at point \( B \).
- The beam is specified as a W27 x 146 type.

The task is to calculate the largest permissible load \( P \) that ensures the stresses remain within the specified limits.
Transcribed Image Text:### Chapter 6 Problem 17P **Problem Statement:** For the wide-flange beam with the loading shown, determine the largest load \( P \) that can be applied, knowing that the maximum normal stress is 24 ksi and the largest shearing stress using the approximation \( \tau_m = \frac{V}{A_{\text{web}}} \) is 14.5 ksi. **Diagram Explanation:** - The diagram (Fig. P6.17) shows a beam supported at two points, \( A \) and \( C \), with a span of 15 feet (3 feet from \( A \) to \( B \) and 12 feet from \( B \) to \( C \)). - The beam is subjected to a downward load \( P \) applied at point \( B \). - The beam is specified as a W27 x 146 type. The task is to calculate the largest permissible load \( P \) that ensures the stresses remain within the specified limits.
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