For the following three loading conditions, draw the shear and moment diagrams for beam A-B and determine the maximum absolute values of shear and moment. For loading condition 2, treat the upward reaction of the horizontal surface as a uniformly distributed reaction. (Note that the following threes shear and moment diagrams count as 1 problem for grading purposes.)
For the following three loading conditions, draw the shear and moment diagrams for beam A-B and determine the maximum absolute values of shear and moment. For loading condition 2, treat the upward reaction of the horizontal surface as a uniformly distributed reaction. (Note that the following threes shear and moment diagrams count as 1 problem for grading purposes.)
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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Problem 1.1MA
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For the following three loading conditions, draw the shear and moment diagrams for beam A-B and determine the maximum absolute values of shear and moment. For loading condition 2, treat the upward reaction of the horizontal surface as a uniformly distributed reaction. (Note that the following threes shear and moment diagrams count as 1 problem for grading purposes.)
![### Diagram 1:
This diagram shows a beam with various point loads and distributed loads.
- **Segment AB**:
- Length: 7 meters (2m + 1m + 1m + 3m)
- Loads:
- A uniform distributed load of 2 kN/m over CD (2 meters)
- A uniform distributed load of 4 kN/m over EF (3 meters)
- A point load of 22 kN at point B
- **Points**:
- A, B: Supports at both ends
- C, D: Points dividing the first distributed load
- E, F: Points dividing the second distributed load
### Diagram 2:
This diagram shows a beam that is pinned at one end with distributed and point loads applied.
- **Beam Structure**:
- A cantilever beam with a fixed point on the left
- **Loads**:
- Point loads:
- 200 lb at 3 ft from both ends
- Distributed load:
- 11 lb/ft along a central section of 14 ft
### Diagram 3:
This diagram illustrates a cantilever beam with several loads.
- **Beam Details**:
- Lengths between partitions: 1.2 meters each
- **Loads**:
- A point load of 1.5 kN located at 0.8 meters from the left end
- A point load of 6 kN located at 1.2 meters from the left end
- A point load of 1.5 kN located at 0.8 meters from the right end
- **Cross-Sections**:
- Vertical sections of the beam are shown at each load point
These diagrams and descriptions are commonly used in structural engineering studies to analyze beam behavior under various loading conditions.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa5b56051-2781-4053-b5ab-f2cf62adca52%2F7d4cb12a-95ed-4056-8ef8-10cdcec5a9cc%2F5yw7pbs_processed.png&w=3840&q=75)
Transcribed Image Text:### Diagram 1:
This diagram shows a beam with various point loads and distributed loads.
- **Segment AB**:
- Length: 7 meters (2m + 1m + 1m + 3m)
- Loads:
- A uniform distributed load of 2 kN/m over CD (2 meters)
- A uniform distributed load of 4 kN/m over EF (3 meters)
- A point load of 22 kN at point B
- **Points**:
- A, B: Supports at both ends
- C, D: Points dividing the first distributed load
- E, F: Points dividing the second distributed load
### Diagram 2:
This diagram shows a beam that is pinned at one end with distributed and point loads applied.
- **Beam Structure**:
- A cantilever beam with a fixed point on the left
- **Loads**:
- Point loads:
- 200 lb at 3 ft from both ends
- Distributed load:
- 11 lb/ft along a central section of 14 ft
### Diagram 3:
This diagram illustrates a cantilever beam with several loads.
- **Beam Details**:
- Lengths between partitions: 1.2 meters each
- **Loads**:
- A point load of 1.5 kN located at 0.8 meters from the left end
- A point load of 6 kN located at 1.2 meters from the left end
- A point load of 1.5 kN located at 0.8 meters from the right end
- **Cross-Sections**:
- Vertical sections of the beam are shown at each load point
These diagrams and descriptions are commonly used in structural engineering studies to analyze beam behavior under various loading conditions.
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