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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
4-37

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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