A 3m до ки 个 B 3m 135KN c
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the equations for shear and bending moment for the beam shown.
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![The image illustrates a simply supported beam with a fixed support at one end and two point loads applied along its length.
### Description:
- **Left End Support (A)**: The beam is fixed at point A.
- **Distance from A to B**: 3 meters
- **Distance from B to C**: 3 meters
- **Point B**: 3 meters from A
- **Load at B**: 90 kN acting downward.
- **Point C**: 3 meters from B and hence 6 meters from A
- **Load at C**: 135 kN acting downward.
### Summary:
- **Total Length of Beam**: 6 meters
- **Support at Point A**
- **Two downward forces**:
- 90 kN at midpoint (B, 3 meters from A)
- 135 kN at the end point (C, 6 meters from A)
This setup can be used to analyze different aspects of the beam, such as internal forces, moments, and deflections, which are fundamental concepts in structural analysis and mechanics of materials.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdf8463ad-6535-4bd0-a88d-0e087a7e8768%2Fcfea07b8-d8c3-4c79-bcdf-4c3b917eaade%2Fgddl2ck_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The image illustrates a simply supported beam with a fixed support at one end and two point loads applied along its length.
### Description:
- **Left End Support (A)**: The beam is fixed at point A.
- **Distance from A to B**: 3 meters
- **Distance from B to C**: 3 meters
- **Point B**: 3 meters from A
- **Load at B**: 90 kN acting downward.
- **Point C**: 3 meters from B and hence 6 meters from A
- **Load at C**: 135 kN acting downward.
### Summary:
- **Total Length of Beam**: 6 meters
- **Support at Point A**
- **Two downward forces**:
- 90 kN at midpoint (B, 3 meters from A)
- 135 kN at the end point (C, 6 meters from A)
This setup can be used to analyze different aspects of the beam, such as internal forces, moments, and deflections, which are fundamental concepts in structural analysis and mechanics of materials.
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