What is the C or T, the X and Y components and the load of each member. Also can you put the answer like it is on the image.
What is the C or T, the X and Y components and the load of each member. Also can you put the answer like it is on the image.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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What is the C or T, the X and Y components and the load of each member. Also can you put the answer like it is on the image.
![**Truss Analysis Educational Exercise**
**Diagram Description:**
The image presents a truss structure with the following features:
- The structure is labeled with joints A, B, C, D, E, F, G, H, I, and J, with specified angles and loads.
- Angles: \(\angle ABC = 45^\circ\), \(\angle CAB = 70^\circ\), \(\angle DEF = 36.62^\circ\).
- The horizontal span of the truss from A to J is 12.00 units, with segment GJ measuring 3.02 units.
- Loads: 20 lbs at joint E and 30 lbs at joint G.
- Supports at joints A and I have vertical reaction forces.
**Equations Provided:**
Sum of Forces in X-Direction (\(\Sigma Fx\)): 0
Sum of Forces in Y-Direction (\(\Sigma Fy\)): 0
Sum of Moments (\(\Sigma M\)): 0
Reaction Forces to find:
- Reaction Force at Joint A: [Space to be filled]
- Reaction Force at Joint I: [Space to be filled]
**Truss Member Table:**
| Member | C or T | X | Y | Load | Length |
|--------|--------|-----|-----|------|--------|
| AB | | | | | |
| AC | | | | | |
| BC | | | | | |
| BD | | | | | |
| CD | | | | | |
| CE | | | | | |
| DE | | | | | |
| DF | | | | | |
| EF | | | | | |
| EH | | | | | |
| FG | | | | | |
| HG | | | | | |
| GJ | | | | | |
| GI | | | | | |
| JI | | | | | |
**Calculation Instructions:**
For a stable truss:
- Use the](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7e036daf-3930-4d1e-92d7-aa35e6eb95b3%2F91f1bad1-ffe8-44df-a214-3dc86994b2c9%2F9y9z52e_processed.jpeg&w=3840&q=75)
Transcribed Image Text:**Truss Analysis Educational Exercise**
**Diagram Description:**
The image presents a truss structure with the following features:
- The structure is labeled with joints A, B, C, D, E, F, G, H, I, and J, with specified angles and loads.
- Angles: \(\angle ABC = 45^\circ\), \(\angle CAB = 70^\circ\), \(\angle DEF = 36.62^\circ\).
- The horizontal span of the truss from A to J is 12.00 units, with segment GJ measuring 3.02 units.
- Loads: 20 lbs at joint E and 30 lbs at joint G.
- Supports at joints A and I have vertical reaction forces.
**Equations Provided:**
Sum of Forces in X-Direction (\(\Sigma Fx\)): 0
Sum of Forces in Y-Direction (\(\Sigma Fy\)): 0
Sum of Moments (\(\Sigma M\)): 0
Reaction Forces to find:
- Reaction Force at Joint A: [Space to be filled]
- Reaction Force at Joint I: [Space to be filled]
**Truss Member Table:**
| Member | C or T | X | Y | Load | Length |
|--------|--------|-----|-----|------|--------|
| AB | | | | | |
| AC | | | | | |
| BC | | | | | |
| BD | | | | | |
| CD | | | | | |
| CE | | | | | |
| DE | | | | | |
| DF | | | | | |
| EF | | | | | |
| EH | | | | | |
| FG | | | | | |
| HG | | | | | |
| GJ | | | | | |
| GI | | | | | |
| JI | | | | | |
**Calculation Instructions:**
For a stable truss:
- Use the
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