The beam is supported at A and B as shown in (Figure 1). Suppose that F = 7.5 kip and w = 600 lb/ft. Follow the sign convention. %3D

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Calculate normal force, sheer force, and moment at both points C and D.

## Problem 7.18

The beam is supported at \( A \) and \( B \) as shown in **Figure 1**. Suppose that \( F = 7.5 \) kip and \( w = 600 \) lb/ft. Follow the sign convention.

### Figure Description

The figure illustrates a beam that is supported at two points, \( A \) and \( B \). 

- A force \( F \) of 7.5 kip is applied horizontally on the left side of the beam, 3 feet from the end.
- There is a uniformly distributed load \( w \) of 600 lb/ft acting across the beam, starting 4 feet from the left and ending 4 feet from the right.
- The beam spans horizontally with the following segment measurements: 
  - From the left end to the start of the load is 4 feet.
  - Between point \( C \) (under the start of the load) and point \( A \) is 4 feet.
  - Between point \( A \) and \( D \) (under the load) is 6 feet.
  - From point \( D \) to point \( B \) is 4 feet.

This setup follows the standard sign convention for beam analysis.
Transcribed Image Text:## Problem 7.18 The beam is supported at \( A \) and \( B \) as shown in **Figure 1**. Suppose that \( F = 7.5 \) kip and \( w = 600 \) lb/ft. Follow the sign convention. ### Figure Description The figure illustrates a beam that is supported at two points, \( A \) and \( B \). - A force \( F \) of 7.5 kip is applied horizontally on the left side of the beam, 3 feet from the end. - There is a uniformly distributed load \( w \) of 600 lb/ft acting across the beam, starting 4 feet from the left and ending 4 feet from the right. - The beam spans horizontally with the following segment measurements: - From the left end to the start of the load is 4 feet. - Between point \( C \) (under the start of the load) and point \( A \) is 4 feet. - Between point \( A \) and \( D \) (under the load) is 6 feet. - From point \( D \) to point \( B \) is 4 feet. This setup follows the standard sign convention for beam analysis.
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