Draw the shear and bending moment diagram of the given system. Flexural rigidity is equal to El. Use Method of consistent deformation. 20 kN/m 60 kN A 12 m 4 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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### Mechanical Engineering: Shear and Bending Moment Diagrams

#### Problem Statement

**Objective:** Draw the shear and bending moment diagrams of the given system. Use the Method of Consistent Deformation, assuming flexural rigidity is equal to \( EI \).

#### System Description

A beam is positioned horizontally and subjected to the following forces and supports:

- **Distributed Load:** There is a uniform distributed load of \( 20 \, \text{kN/m} \) from point A to point B.

- **Point Load:** A point load of \( 60 \, \text{kN} \) is applied at point C.

- **Span Lengths:** The distance from A to B is \( 12 \, \text{m} \) and the distance from B to C is \( 4 \, \text{m} \).

- **Support Structure:**
  - Point A is fixed.
  - Point B is supported by a roller.
  - Point C is simply supported.

#### Steps to Solution

1. **Calculate Reactions at Supports:**
   - Analyze equilibrium to find the reaction forces at fixed and support points.
  
2. **Shear Force Diagram (SFD):**
   - Begin from the left end and calculate the shear force at each point along the beam.
   - Note where the distributed load and point load affect the shear.

3. **Bending Moment Diagram (BMD):**
   - Integrate the shear force diagram to get the bending moments at points A, B, and C.
   - Maximum bending moments typically occur where the shear crosses zero.

4. **Method of Consistent Deformation:**
   - Use compatibility and equilibrium equations to solve for deflections and rotations, considering the provided flexural rigidity \( EI \).

#### Additional Notes

- **Consider Sign Conventions:** Typically, counterclockwise moments and upward forces are positive.
- **Units:** Ensure all distance (meters) and forces (kN) are consistent.

This process will illustrate the relationship between external loads and internal shear forces/bending moments within a static beam system.
Transcribed Image Text:### Mechanical Engineering: Shear and Bending Moment Diagrams #### Problem Statement **Objective:** Draw the shear and bending moment diagrams of the given system. Use the Method of Consistent Deformation, assuming flexural rigidity is equal to \( EI \). #### System Description A beam is positioned horizontally and subjected to the following forces and supports: - **Distributed Load:** There is a uniform distributed load of \( 20 \, \text{kN/m} \) from point A to point B. - **Point Load:** A point load of \( 60 \, \text{kN} \) is applied at point C. - **Span Lengths:** The distance from A to B is \( 12 \, \text{m} \) and the distance from B to C is \( 4 \, \text{m} \). - **Support Structure:** - Point A is fixed. - Point B is supported by a roller. - Point C is simply supported. #### Steps to Solution 1. **Calculate Reactions at Supports:** - Analyze equilibrium to find the reaction forces at fixed and support points. 2. **Shear Force Diagram (SFD):** - Begin from the left end and calculate the shear force at each point along the beam. - Note where the distributed load and point load affect the shear. 3. **Bending Moment Diagram (BMD):** - Integrate the shear force diagram to get the bending moments at points A, B, and C. - Maximum bending moments typically occur where the shear crosses zero. 4. **Method of Consistent Deformation:** - Use compatibility and equilibrium equations to solve for deflections and rotations, considering the provided flexural rigidity \( EI \). #### Additional Notes - **Consider Sign Conventions:** Typically, counterclockwise moments and upward forces are positive. - **Units:** Ensure all distance (meters) and forces (kN) are consistent. This process will illustrate the relationship between external loads and internal shear forces/bending moments within a static beam system.
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