Loaded truss. A the 3m 45° 5 kN B nembers BE 3 kN D of the
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![### Problem 4/6: Truss Analysis
**Objective:** Determine the forces in members \( BE \) and \( CE \) of the loaded truss.
**Diagram Description:**
- The truss structure is a triangle with additional supportive members.
- The lengths and angles are provided:
- \( AB = 3 \) meters
- \( AC = 3 \) meters
- \( CD = 3 \) meters
- Angle \( \theta \) at point \( A \) is \( 45^\circ \).
**Load Forces:**
- A downward force of \( 5 \) kN is applied at point \( B \).
- A downward force of \( 3 \) kN is applied at point \( C \).
**Support Forces:**
- There is a pin support at point \( A \) which can provide both vertical and horizontal reaction forces.
- There is a roller support at point \( D \) which can only provide a vertical reaction force.
**Members:**
- The structure consists of members \( AB \), \( AC \), \( BC \), \( CD \), \( BE \), and \( CE \).
- The lengths \( BC \) and \( CD \) are equal (\( BC = CD \)).
### Analysis Steps:
1. **Identify the Unknowns:**
- Forces in member \( BE \) (\( F_{BE} \))
- Forces in member \( CE \) (\( F_{CE} \))
2. **Equilibrium Equations:**
- Sum of forces in the vertical direction (\( \sum F_y = 0 \))
- Sum of forces in the horizontal direction (\( \sum F_x = 0 \))
- Sum of moments about any point (generally \( \sum M_A = 0 \))
3. **Method of Joints:**
- Isolate joints \( B \) and \( C \) to solve for internal forces in the members.
- Use trigonometric relationships and equilibrium principles at each joint.
4. **Calculations (Symbolic placeholder for educational purposes):**
- Determine reaction forces at supports \( A \) and \( D \) using equilibrium equations.
- Using joint analysis, calculate internal forces in members \( BE \) and \( CE \).
---
**Note for Students:**
- Ensure you have a good understanding of static equilibrium](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faf950827-7d70-472f-a52e-1d3c26fa2196%2F93626330-41d6-4a3d-92d1-21ef29441272%2F7hbdwqy_processed.png&w=3840&q=75)
Transcribed Image Text:### Problem 4/6: Truss Analysis
**Objective:** Determine the forces in members \( BE \) and \( CE \) of the loaded truss.
**Diagram Description:**
- The truss structure is a triangle with additional supportive members.
- The lengths and angles are provided:
- \( AB = 3 \) meters
- \( AC = 3 \) meters
- \( CD = 3 \) meters
- Angle \( \theta \) at point \( A \) is \( 45^\circ \).
**Load Forces:**
- A downward force of \( 5 \) kN is applied at point \( B \).
- A downward force of \( 3 \) kN is applied at point \( C \).
**Support Forces:**
- There is a pin support at point \( A \) which can provide both vertical and horizontal reaction forces.
- There is a roller support at point \( D \) which can only provide a vertical reaction force.
**Members:**
- The structure consists of members \( AB \), \( AC \), \( BC \), \( CD \), \( BE \), and \( CE \).
- The lengths \( BC \) and \( CD \) are equal (\( BC = CD \)).
### Analysis Steps:
1. **Identify the Unknowns:**
- Forces in member \( BE \) (\( F_{BE} \))
- Forces in member \( CE \) (\( F_{CE} \))
2. **Equilibrium Equations:**
- Sum of forces in the vertical direction (\( \sum F_y = 0 \))
- Sum of forces in the horizontal direction (\( \sum F_x = 0 \))
- Sum of moments about any point (generally \( \sum M_A = 0 \))
3. **Method of Joints:**
- Isolate joints \( B \) and \( C \) to solve for internal forces in the members.
- Use trigonometric relationships and equilibrium principles at each joint.
4. **Calculations (Symbolic placeholder for educational purposes):**
- Determine reaction forces at supports \( A \) and \( D \) using equilibrium equations.
- Using joint analysis, calculate internal forces in members \( BE \) and \( CE \).
---
**Note for Students:**
- Ensure you have a good understanding of static equilibrium
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