The nodes of the following three-member truss have x-y coordinates (in feet) of A-[0,0], B-[20,2], and C-[10,10]. If the applied forces at the nodes are FB-1000 lbs and FC-1000 lbs in the directions shown, determine all the reactions and the member forces.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The nodes of the following three-member truss have x-y coordinates (in feet) of A = [0,0], B = [20,2], and C = [10,10]. If the applied forces at the nodes are \( F_B = 1000 \, \text{lbs} \) and \( F_C = 1000 \, \text{lbs} \) in the directions shown, determine all the reactions and the member forces.

### Diagram Description:

This is a diagram of a three-member truss with nodes labeled A, B, and C. 

- **Node A** is positioned at the origin of the coordinate system, [0,0].
- **Node B** is located at [20,2] and is experiencing a horizontal force \( F_B = 1000 \, \text{lbs} \) pointing to the right.
- **Node C** is located at [10,10] with a vertical force \( F_C = 1000 \, \text{lbs} \) pointing downward.

**Support Conditions:**
- Node A is a fixed support (represented by a triangle), preventing any movement.
- Node B is a roller support, allowing horizontal movement while restricting vertical movement.

This truss should be analyzed to calculate the reactions at the supports and internal forces in each member.
Transcribed Image Text:The nodes of the following three-member truss have x-y coordinates (in feet) of A = [0,0], B = [20,2], and C = [10,10]. If the applied forces at the nodes are \( F_B = 1000 \, \text{lbs} \) and \( F_C = 1000 \, \text{lbs} \) in the directions shown, determine all the reactions and the member forces. ### Diagram Description: This is a diagram of a three-member truss with nodes labeled A, B, and C. - **Node A** is positioned at the origin of the coordinate system, [0,0]. - **Node B** is located at [20,2] and is experiencing a horizontal force \( F_B = 1000 \, \text{lbs} \) pointing to the right. - **Node C** is located at [10,10] with a vertical force \( F_C = 1000 \, \text{lbs} \) pointing downward. **Support Conditions:** - Node A is a fixed support (represented by a triangle), preventing any movement. - Node B is a roller support, allowing horizontal movement while restricting vertical movement. This truss should be analyzed to calculate the reactions at the supports and internal forces in each member.
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