1. Find the external reactions of the Fixed Support at A. 9 kN/m 3 m B 6 kN - m
1. Find the external reactions of the Fixed Support at A. 9 kN/m 3 m B 6 kN - m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![### Problem Statement
1. **Find the external reactions of the Fixed Support at A.**
### Diagram Description
The diagram shows a cantilever beam with a fixed support at point A and a free end at point B. There are two loads applied on the beam:
- A **linearly distributed load** starting at point A, with a magnitude of 9 kN/m, decreasing linearly to zero over a span of 3 meters towards point B.
- A **point moment** of 6 kN·m applied at the free end B in a clockwise direction.
### Key Features
1. **Distributed Load:**
- Begins at 9 kN/m at A.
- Linearly decreases to 0 kN/m at B.
- Acts over a length of 3 meters.
2. **Point Moment:**
- Located at the free end B.
- Magnitude of 6 kN·m applied clockwise.
### Objective
Determine the reaction forces and moments at the fixed support A due to these applied loads.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fabd24a26-971b-4027-8bd6-2f541b1a90b3%2Fdd60ca07-fb40-415a-a9b2-abc700337fdd%2F9ypokkl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:### Problem Statement
1. **Find the external reactions of the Fixed Support at A.**
### Diagram Description
The diagram shows a cantilever beam with a fixed support at point A and a free end at point B. There are two loads applied on the beam:
- A **linearly distributed load** starting at point A, with a magnitude of 9 kN/m, decreasing linearly to zero over a span of 3 meters towards point B.
- A **point moment** of 6 kN·m applied at the free end B in a clockwise direction.
### Key Features
1. **Distributed Load:**
- Begins at 9 kN/m at A.
- Linearly decreases to 0 kN/m at B.
- Acts over a length of 3 meters.
2. **Point Moment:**
- Located at the free end B.
- Magnitude of 6 kN·m applied clockwise.
### Objective
Determine the reaction forces and moments at the fixed support A due to these applied loads.
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