4-37. Draw the shear and moment diagrams for the beam. A -3 m 6 kN/m 6 kN 1.5 m 1.5 m Prob. 4-37 B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4-37
### Problem 4-37: Shear and Moment Diagrams for the Beam

The problem requires drawing the shear force and bending moment diagrams for a given beam. Below is a detailed description of the beam setup and loading conditions:

#### Beam Description:

- The beam is horizontal and rests on two supports:
  - **Support A**: A pin support at the left end.
  - **Support B**: A roller support at the right end.
  
- **Length of the beam**: 
  - The entire beam is 6 meters long, divided as follows:
    - Distance from A to B is 6 meters.
    - Segment AB includes:
      - 3 meters from A to a 6 kN/m uniformly distributed load starting point.
      - 1.5 meters between the start of the load and a concentrated load.
      - 1.5 meters from the concentrated load to B.

#### Loading Conditions:

- **Uniformly Distributed Load (UDL)**:
  - A triangular distributed load starting from zero at point A, increasing linearly to 6 kN/m across the length from A to point B.
  
- **Concentrated Load**:
  - A 6 kN point load positioned 1.5 meters from support B.

#### Task:

- Draw the shear force and bending moment diagrams based on the above loading and support conditions.
Transcribed Image Text:### Problem 4-37: Shear and Moment Diagrams for the Beam The problem requires drawing the shear force and bending moment diagrams for a given beam. Below is a detailed description of the beam setup and loading conditions: #### Beam Description: - The beam is horizontal and rests on two supports: - **Support A**: A pin support at the left end. - **Support B**: A roller support at the right end. - **Length of the beam**: - The entire beam is 6 meters long, divided as follows: - Distance from A to B is 6 meters. - Segment AB includes: - 3 meters from A to a 6 kN/m uniformly distributed load starting point. - 1.5 meters between the start of the load and a concentrated load. - 1.5 meters from the concentrated load to B. #### Loading Conditions: - **Uniformly Distributed Load (UDL)**: - A triangular distributed load starting from zero at point A, increasing linearly to 6 kN/m across the length from A to point B. - **Concentrated Load**: - A 6 kN point load positioned 1.5 meters from support B. #### Task: - Draw the shear force and bending moment diagrams based on the above loading and support conditions.
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