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

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 \( C \).
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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