Question 3 For the given truss, calculate the reactions at each support. • F = 500 • r = 3 • y = 10 A

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Chapter10: Plate Girders
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Problem 10.7.9P
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**Question 3:** For the given truss, calculate the reactions at each support.

- \( F = 500 \)
- \( x = 3 \)
- \( y = 10 \)

**Diagram Explanation:**

The diagram shows a truss with points labeled A, B, C, D, E, F, G, and H. The truss is supported at point E by a pinned support and at point F by a roller support. The truss is subjected to a force \( F \) acting downward at point D.

- **Members:** The truss consists of several triangular sections, forming a complex structure.
- **Support at E:** This is a pinned support, typically allowing rotation but not translation in any direction.
- **Support at F:** This is a roller support, allowing horizontal movement but not vertical movement.
- **Dimensions:**
  - The horizontal distance between vertical lines through points E, F, G, H is marked as \( x = 3 \) units.
  - The vertical height from the baseline to points A and D is marked as \( y = 10 \) units.

The task is to calculate the reactions at the supports due to the force \( F = 500 \), using principles of static equilibrium.
Transcribed Image Text:**Question 3:** For the given truss, calculate the reactions at each support. - \( F = 500 \) - \( x = 3 \) - \( y = 10 \) **Diagram Explanation:** The diagram shows a truss with points labeled A, B, C, D, E, F, G, and H. The truss is supported at point E by a pinned support and at point F by a roller support. The truss is subjected to a force \( F \) acting downward at point D. - **Members:** The truss consists of several triangular sections, forming a complex structure. - **Support at E:** This is a pinned support, typically allowing rotation but not translation in any direction. - **Support at F:** This is a roller support, allowing horizontal movement but not vertical movement. - **Dimensions:** - The horizontal distance between vertical lines through points E, F, G, H is marked as \( x = 3 \) units. - The vertical height from the baseline to points A and D is marked as \( y = 10 \) units. The task is to calculate the reactions at the supports due to the force \( F = 500 \), using principles of static equilibrium.
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