Using method of consistent deformation, determine the vertical reaction at C (in kN). Indicate only the magnitude. Use E=200GPA and I=5x107 mm4. A 6m W1 = 4kN/m %3D В M = 10KN-m %3D W2 = 8kN/m %3D 6m
Using method of consistent deformation, determine the vertical reaction at C (in kN). Indicate only the magnitude. Use E=200GPA and I=5x107 mm4. A 6m W1 = 4kN/m %3D В M = 10KN-m %3D W2 = 8kN/m %3D 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using method of consistent deformation, determine the vertical reaction at C (in kN). Indicate only the magnitude. Use E = 200GPi and l = 5 * 10 ^ 7 * m * m ^ 4
![**Title: Analyzing Beams Using Consistent Deformation Method**
**Objective:**
Determine the vertical reaction at point C (in kN) using the method of consistent deformation. Indicate only the magnitude. Use the given values: \( E = 200 \, \text{GPa} \) and \( I = 5 \times 10^7 \, \text{mm}^4 \).
**Diagram Description:**
The diagram illustrates a beam structural system consisting of:
1. **Beam AB and BC**:
- Horizontal section \( BC \) is 6 meters long and has a uniformly distributed load \( w_2 = 8 \, \text{kN/m} \).
- Vertical section \( AB \) is 6 meters high with a uniformly distributed load \( w_1 = 4 \, \text{kN/m} \).
2. **Support Conditions**:
- At point \( A \), the beam is fixed.
- At point \( C \), there is a roller support indicating potential vertical reaction.
3. **Moment**:
- A moment \( M \) of \( 10 \, \text{kN-m} \) is applied at the intersection of beams \( AB \) and \( BC \).
**Parameters:**
- Elastic modulus (\( E \)) = 200 GPa
- Moment of inertia (\( I \)) = \( 5 \times 10^7 \, \text{mm}^4 \)
The task involves using structural analysis principles to compute the vertical reaction at point \( C \).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8ce6709a-7695-4f4e-979c-3ae2a6b0fc5b%2F4a9c4b86-9bd9-450a-ba84-667c0783bae5%2F3nj0sek_processed.jpeg&w=3840&q=75)
Transcribed Image Text:**Title: Analyzing Beams Using Consistent Deformation Method**
**Objective:**
Determine the vertical reaction at point C (in kN) using the method of consistent deformation. Indicate only the magnitude. Use the given values: \( E = 200 \, \text{GPa} \) and \( I = 5 \times 10^7 \, \text{mm}^4 \).
**Diagram Description:**
The diagram illustrates a beam structural system consisting of:
1. **Beam AB and BC**:
- Horizontal section \( BC \) is 6 meters long and has a uniformly distributed load \( w_2 = 8 \, \text{kN/m} \).
- Vertical section \( AB \) is 6 meters high with a uniformly distributed load \( w_1 = 4 \, \text{kN/m} \).
2. **Support Conditions**:
- At point \( A \), the beam is fixed.
- At point \( C \), there is a roller support indicating potential vertical reaction.
3. **Moment**:
- A moment \( M \) of \( 10 \, \text{kN-m} \) is applied at the intersection of beams \( AB \) and \( BC \).
**Parameters:**
- Elastic modulus (\( E \)) = 200 GPa
- Moment of inertia (\( I \)) = \( 5 \times 10^7 \, \text{mm}^4 \)
The task involves using structural analysis principles to compute the vertical reaction at point \( C \).
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