• Compute all support reactions and hinge forces. Draw the free body diagram (FBD) on the space provided. Draw the axial force diagram (N) on the space provided. Draw the shear diagram (V) on the space provided. Draw the moment diagram (M) on the space provided. ● ● o For the moment diagram show all maxima, minima, and locations of inflection points. Label the degree of any curves as well. Draw the qualitative deflected shape (y) on the space provided. B 20 kN-m 6 kN 2m C 3 kN/m E 3 m Im D Figure 1 4 m E
• Compute all support reactions and hinge forces. Draw the free body diagram (FBD) on the space provided. Draw the axial force diagram (N) on the space provided. Draw the shear diagram (V) on the space provided. Draw the moment diagram (M) on the space provided. ● ● o For the moment diagram show all maxima, minima, and locations of inflection points. Label the degree of any curves as well. Draw the qualitative deflected shape (y) on the space provided. B 20 kN-m 6 kN 2m C 3 kN/m E 3 m Im D Figure 1 4 m E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Handwritten work only and ensure neatness please
- \(\boxed{A}\) is a fixed support, \(\boxed{E}\) is a pinned support.
- There is a hinge at \(\boxed{C}\).
- Force and moment values:
- A concentrated moment of \(20 \text{kN} \cdot \text{m}\) at point \(\boxed{B}\), directed counterclockwise.
- A horizontal load of \(6 \text{kN}\) at point \(\boxed{C}\).
- Uniformly distributed load of \(3 \text{kN}/\text{m}\) from point \(\boxed{D}\) to point \(\boxed{E}\).
- Dimensions:
- Horizontal distances: \(AB = 2 \text{m}\), \(BC = 1 \text{m}\), \(CD = 1 \text{m}\), \(DE = 4 \text{m}\).
- Vertical distances: \(CA = 3 \text{m}\).
#### Steps to Solve:
1. **Compute Support Reactions and Hinge Forces:**
- Calculate the reactions at supports \(\boxed{A}\) and \(\boxed{E}\) using equilibrium equations.
- Determine the hinge forces at \(\boxed{C}\) by considering equilibrium in both segments.
2. **Draw the Free Body Diagram (FBD):**
- Represent the structural system with all applied forces, supports, and calculated reactions.
3. **Draw the Axial Force Diagram (N):**
- Show the internal axial force along the members.
4. **Draw the Shear Force Diagram (V):**
- Illustrate](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fce303429-f349-4313-b1b6-39c40e965b05%2F1f979f99-6ebb-422c-8621-0b0cc5a1e2c9%2F9gx835g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:### Structural Analysis Problem: Steps and Diagram
#### Instructions:
1. **Compute all support reactions and hinge forces.**
2. **Draw the free body diagram (FBD) on the space provided.**
3. **Draw the axial force diagram (N) on the space provided.**
4. **Draw the shear force diagram (V) on the space provided.**
5. **Draw the moment diagram (M) on the space provided.**
- For the moment diagram, show all maxima, minima, and locations of inflection points. Label the degree of any curves as well.
6. **Draw the qualitative deflected shape (y) on the space provided.**
#### Figure 1: Structural Layout
- \(\boxed{A}\) is a fixed support, \(\boxed{E}\) is a pinned support.
- There is a hinge at \(\boxed{C}\).
- Force and moment values:
- A concentrated moment of \(20 \text{kN} \cdot \text{m}\) at point \(\boxed{B}\), directed counterclockwise.
- A horizontal load of \(6 \text{kN}\) at point \(\boxed{C}\).
- Uniformly distributed load of \(3 \text{kN}/\text{m}\) from point \(\boxed{D}\) to point \(\boxed{E}\).
- Dimensions:
- Horizontal distances: \(AB = 2 \text{m}\), \(BC = 1 \text{m}\), \(CD = 1 \text{m}\), \(DE = 4 \text{m}\).
- Vertical distances: \(CA = 3 \text{m}\).
#### Steps to Solve:
1. **Compute Support Reactions and Hinge Forces:**
- Calculate the reactions at supports \(\boxed{A}\) and \(\boxed{E}\) using equilibrium equations.
- Determine the hinge forces at \(\boxed{C}\) by considering equilibrium in both segments.
2. **Draw the Free Body Diagram (FBD):**
- Represent the structural system with all applied forces, supports, and calculated reactions.
3. **Draw the Axial Force Diagram (N):**
- Show the internal axial force along the members.
4. **Draw the Shear Force Diagram (V):**
- Illustrate
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