**Problem Statement:**Determine the shear force at point C if the distributed loads are as follows:- \( P_1 = 248 \) lb/ft- \( P_2 = 401 \) lb/ft- \( P_3 = 199 \) lb/ft**Diagram Explanation:**- The diagram illustrates a horizontally placed beam (member \( FE \)) supported at points \( A \) and \( B \).- The beam is subject to three different uniform distributed loads: - \( P_1 \) acts between points \( F \) and \( A \). - \( P_2 \) acts between points \( A \) and \( C \). - \( P_3 \) acts between points \( D \) and \( E \).**Distances and Sections:**- \( A \) is 4 ft from \( F \).- \( C \) is 4 ft from \( A \).- \( B \) is 4 ft from \( C \), thereby 8 ft from \( A \).- \( E \) is 4 ft from \( B \).**Objective:**Calculate the shear force specifically at point \( C \) considering the given loading conditions and distances between support points.

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Determine the shear force at point C if P, = 248 |b/ft, P2 = 401 lb/ft, and Pg = 199 lb/ft. ப் P1 4ft A . 4 ft= P2 |C - 4 ft P3 B .4 ft E

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:**

Determine the shear force at point C if the distributed loads are as follows:
- \( P_1 = 248 \) lb/ft
- \( P_2 = 401 \) lb/ft
- \( P_3 = 199 \) lb/ft

**Diagram Explanation:**

- The diagram illustrates a horizontally placed beam (member \( FE \)) supported at points \( A \) and \( B \).
- The beam is subject to three different uniform distributed loads:
- \( P_1 \) acts between points \( F \) and \( A \).
- \( P_2 \) acts between points \( A \) and \( C \).
- \( P_3 \) acts between points \( D \) and \( E \).

**Distances and Sections:**

- \( A \) is 4 ft from \( F \).
- \( C \) is 4 ft from \( A \).
- \( B \) is 4 ft from \( C \), thereby 8 ft from \( A \).
- \( E \) is 4 ft from \( B \).

**Objective:**

Calculate the shear force specifically at point \( C \) considering the given loading conditions and distances between support points.

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