NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A Pratt bridge truss is shown. Take the load Papplied at Cand E to be 4 kips. B 12 ft H E G -9 ft→9 ft→+9 ft- 9 ft P Determine the force in each member of the Pratt bridge truss shown. State whether each member is in tension (7) or compression (C). The force in member DE (FDE is 0 kips N/A The force in member FG (FFG) is kips T The force in member AB (FAB) is| 7.5 kips C The force in member AC (FAd is 4.5 kips T

Elements Of Electromagnetics
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ISBN:9780190698614
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### Pratt Bridge Truss Analysis

**Overview:**
This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A Pratt bridge truss is shown. Take the load \( P \) applied at \( C \) and \( E \) to be 4 kips.

**Diagram:**
The diagram depicts a Pratt bridge truss. The truss has the following specifications:
- The truss structure has joints labeled \( A, B, C, D, E, F, G, \) and \( H \).
- Vertical members from \( B \) to \( G \) form a series of triangles.
- The total span of the bridge is 36 feet, divided into four segments of nine feet each.
- The height from the bottom chord to the top chord is 12 feet.
- Two downward forces labeled \( P \) are applied at points \( C \) and \( E \).

**Calculation of Forces:**

1. **Member \( DE \) (\( F_{DE} \)):**  
   - Force: \( 0 \) kips  
   - Status: N/A (No force)

2. **Member \( FG \) (\( F_{FG} \)):**  
   - Force: \( 4 \) kips  
   - Status: Tension (T)

3. **Member \( AB \) (\( F_{AB} \)):**  
   - Force: \( 7.5 \) kips  
   - Status: Compression (C)

4. **Member \( AC \) (\( F_{AC} \)):**  
   - Force: \( 4.5 \) kips  
   - Status: Tension (T)

**Instructions:**
Determine the force in each member of the Pratt bridge truss shown. State whether each member is in tension (T) or compression (C).

> **Note:** Understanding the behavior of truss members in terms of tension and compression is critical in structural engineering and aids in designing efficient and safe structures.
Transcribed Image Text:### Pratt Bridge Truss Analysis **Overview:** This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A Pratt bridge truss is shown. Take the load \( P \) applied at \( C \) and \( E \) to be 4 kips. **Diagram:** The diagram depicts a Pratt bridge truss. The truss has the following specifications: - The truss structure has joints labeled \( A, B, C, D, E, F, G, \) and \( H \). - Vertical members from \( B \) to \( G \) form a series of triangles. - The total span of the bridge is 36 feet, divided into four segments of nine feet each. - The height from the bottom chord to the top chord is 12 feet. - Two downward forces labeled \( P \) are applied at points \( C \) and \( E \). **Calculation of Forces:** 1. **Member \( DE \) (\( F_{DE} \)):** - Force: \( 0 \) kips - Status: N/A (No force) 2. **Member \( FG \) (\( F_{FG} \)):** - Force: \( 4 \) kips - Status: Tension (T) 3. **Member \( AB \) (\( F_{AB} \)):** - Force: \( 7.5 \) kips - Status: Compression (C) 4. **Member \( AC \) (\( F_{AC} \)):** - Force: \( 4.5 \) kips - Status: Tension (T) **Instructions:** Determine the force in each member of the Pratt bridge truss shown. State whether each member is in tension (T) or compression (C). > **Note:** Understanding the behavior of truss members in terms of tension and compression is critical in structural engineering and aids in designing efficient and safe structures.
**Required Information**

- The force in member AC (\(F_{AC}\)) is 4.5 kips (tension).
- The force in member CE (\(F_{CE}\)) is 4.5 kips (tension).
- The force in member BC (\(F_{BC}\)) is 4 kips (tension).
- The force in member BE (\(F_{BE}\)) is 2.5 kips (tension).
- The force in member BD (\(F_{BD}\)) is 6 kips (compression).
- The force in member DF (\(F_{DF}\)) is 6 kips (compression).
- The force in member EF (\(F_{EF}\)) is 2.5 kips (tension).
- The force in member FH (\(F_{FH}\)) is 7.5 kips (compression).
- The force in member GH (\(F_{GH}\)) is 4.5 kips (tension).
- The force in member EG (\(F_{EG}\)) is 4.5 kips (tension).

This table presents the forces in various members of a truss structure, measured in kips (kilo-pounds). The forces can be either in tension (T) or compression (C).
Transcribed Image Text:**Required Information** - The force in member AC (\(F_{AC}\)) is 4.5 kips (tension). - The force in member CE (\(F_{CE}\)) is 4.5 kips (tension). - The force in member BC (\(F_{BC}\)) is 4 kips (tension). - The force in member BE (\(F_{BE}\)) is 2.5 kips (tension). - The force in member BD (\(F_{BD}\)) is 6 kips (compression). - The force in member DF (\(F_{DF}\)) is 6 kips (compression). - The force in member EF (\(F_{EF}\)) is 2.5 kips (tension). - The force in member FH (\(F_{FH}\)) is 7.5 kips (compression). - The force in member GH (\(F_{GH}\)) is 4.5 kips (tension). - The force in member EG (\(F_{EG}\)) is 4.5 kips (tension). This table presents the forces in various members of a truss structure, measured in kips (kilo-pounds). The forces can be either in tension (T) or compression (C).
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