Solve for the support reactions at A and B. 4 m W 15KN/m A B 3m 3m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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### Beam Analysis Problem

**Objective:** Solve for the support reactions at points A and B.

**Diagram Description:**

- **Beam Setup:** The beam is supported at point A (a fixed support) and point B (a roller support) with an overhanging section extending to point C.
- **Dimensions:** 
  - Distance from A to B: 3 meters.
  - Distance from B to C: 3 meters.
- **Load:** A uniformly distributed load (UDL) of \( w = 15 \, \text{kN/m} \) is applied over a 4-meter section of the beam, starting at point A.
- **Total Length of Beam:** 6 meters.

**Analysis Approach:**

1. **Identify Supports:**
   - A: Fixed Support (supports both vertical and horizontal forces and a moment).
   - B: Roller Support (supports only vertical force).

2. **Determine Support Reactions:**
   - Calculate reactions at A and B using static equilibrium equations:
     1. Sum of vertical forces (\(\Sigma F_y = 0\)).
     2. Sum of moments about any point (\(\Sigma M = 0\)).

This setup is essential for determining the internal stresses and displacements in the beam under the given load.
Transcribed Image Text:### Beam Analysis Problem **Objective:** Solve for the support reactions at points A and B. **Diagram Description:** - **Beam Setup:** The beam is supported at point A (a fixed support) and point B (a roller support) with an overhanging section extending to point C. - **Dimensions:** - Distance from A to B: 3 meters. - Distance from B to C: 3 meters. - **Load:** A uniformly distributed load (UDL) of \( w = 15 \, \text{kN/m} \) is applied over a 4-meter section of the beam, starting at point A. - **Total Length of Beam:** 6 meters. **Analysis Approach:** 1. **Identify Supports:** - A: Fixed Support (supports both vertical and horizontal forces and a moment). - B: Roller Support (supports only vertical force). 2. **Determine Support Reactions:** - Calculate reactions at A and B using static equilibrium equations: 1. Sum of vertical forces (\(\Sigma F_y = 0\)). 2. Sum of moments about any point (\(\Sigma M = 0\)). This setup is essential for determining the internal stresses and displacements in the beam under the given load.
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