2. In Figure 2, determine the force in members CD, CJ, and GJ and state if the members are in tension or compression. Also determine the force in member CG and HG. 12 kN 4 kN A go 1.5 m 6 kN B H 1 m 1.5 m 2 m 1.5 m 9 kN D 1 m + Figure 2: Truss supporting loads 1.5 m 6 kN E
2. In Figure 2, determine the force in members CD, CJ, and GJ and state if the members are in tension or compression. Also determine the force in member CG and HG. 12 kN 4 kN A go 1.5 m 6 kN B H 1 m 1.5 m 2 m 1.5 m 9 kN D 1 m + Figure 2: Truss supporting loads 1.5 m 6 kN E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:### Problem 2: Analysis of Truss Members
**Objective:** In Figure 2, determine the force in members CD, CJ, and GJ and state if the members are in tension or compression. Also, determine the force in members CG and HG.
#### Diagram Description:
**Figure 2:** This figure illustrates a truss structure supporting various loads. The truss is composed of several members connected at joints labeled A, B, C, D, E, G, H, and J.
- **Loads and Support:**
- A 4 kN load is applied vertically downward at joint A.
- A 6 kN load is applied vertically downward at joint H.
- A 12 kN load is applied vertically downward at joint G.
- A 9 kN load is applied vertically downward at joint J.
- A 6 kN load is applied vertically downward at joint E.
**Geometrical Layout:**
- The base of the truss spans horizontally from A to E, with equal segments measuring 1.5 meters between each of the joints A-B, B-C, C-D, and D-E.
- The vertical distances for the truss members are 1 meter between joint B-C and D-J, while the vertical distance is 2 meters between joints C-G and G-J.
#### Task:
For the calculation of forces in the specified members:
- Use methods such as the joint method or section method to determine the forces.
- Specify whether each member (CD, CJ, GJ, CG, and HG) is in tension (being pulled apart) or compression (being pushed together).
#### Analysis Approach:
- **Joint Method:** Resolve forces at each joint to find out the member forces.
- **Section Method:** Cut through the truss and solve for unknown forces using equilibrium equations.
This analysis is crucial for understanding the load-bearing and structural integrity of truss systems in engineering applications.
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