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Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determined the reactions at the supports
The diagram appears to be a structural analysis problem, showing a beam with various forces acting on it. Here is a detailed description:

### Beam and Forces:

1. **Beam Segment:**
   - The beam is horizontal and is sectioned into different parts with specified lengths.

2. **Support and Locations:**
   - Point A: This is a fixed support on the left end of the beam.
   - Point B: A location on the beam with a moment of 10 Kips-foot (Kip-ft).
   - Points C and D: Locations on the beam where additional forces and loads are applied.

3. **Forces and Loads:**
   - A distributed load of 2 Kips per foot (K/ft) is acting between points C and D, spanning a distance of 4 feet.
   - An additional point load is indicated further down the beam.

4. **Distances:**
   - The beam segments are labeled with distances of 6 ft, 6 ft, 8 ft, and two subsequent segments of 3 ft each.

### Diagonal Support:

- The right side of the diagram features a diagonal support spanning vertically and horizontally:
  - Point E: Horizontal distance of 12 ft where a tension force K is pulling to the right.
  - Point F: Vertical distance from E to the support, totaling 12 ft (6 ft + 6 ft).

### Calculations:
- Below the diagram, there’s a calculation noted as “-15,” possibly referring to a resultant force calculation or reaction.

This structural setup likely represents a problem where the goal is to determine the reaction forces at supports or to find bending moments along the beam.
Transcribed Image Text:The diagram appears to be a structural analysis problem, showing a beam with various forces acting on it. Here is a detailed description: ### Beam and Forces: 1. **Beam Segment:** - The beam is horizontal and is sectioned into different parts with specified lengths. 2. **Support and Locations:** - Point A: This is a fixed support on the left end of the beam. - Point B: A location on the beam with a moment of 10 Kips-foot (Kip-ft). - Points C and D: Locations on the beam where additional forces and loads are applied. 3. **Forces and Loads:** - A distributed load of 2 Kips per foot (K/ft) is acting between points C and D, spanning a distance of 4 feet. - An additional point load is indicated further down the beam. 4. **Distances:** - The beam segments are labeled with distances of 6 ft, 6 ft, 8 ft, and two subsequent segments of 3 ft each. ### Diagonal Support: - The right side of the diagram features a diagonal support spanning vertically and horizontally: - Point E: Horizontal distance of 12 ft where a tension force K is pulling to the right. - Point F: Vertical distance from E to the support, totaling 12 ft (6 ft + 6 ft). ### Calculations: - Below the diagram, there’s a calculation noted as “-15,” possibly referring to a resultant force calculation or reaction. This structural setup likely represents a problem where the goal is to determine the reaction forces at supports or to find bending moments along the beam.
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