6.33 For the truss shown use Castigliano’s method to determine the vertical deflec- tion of point C. All members are of equal length, area, and modulus of elas- ticity L, A, and E, respectively. H B C

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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For the truss shown, use Castigliano’s method to determine the vertical deflection of point C. All members are of equal length, area, and modulus of elasticity \( L, A, \) and \( E, \) respectively.

**Diagram Explanation:**

The diagram depicts a truss structure with several members. The truss is composed of two triangular sections joined together, forming a shape similar to the letter "W."

- **Points and Members:**
  - Points are labeled as \( B, C, D, G, \) and \( H. \)
  - Member \( BG, GH, HD, \) as well as horizontal members \( BC \) and \( CD. \)

- **Supports and Loads:**
  - The structure has pin supports at points \( B \) and \( D. \)
  - There is a vertical load \( P \) acting downward at point \( C. \)

- **Symmetry and Constraints:**
  - The truss is symmetrical about the vertical line through point \( C. \)
  - All members have the same length \( L, \) cross-sectional area \( A, \) and material modulus of elasticity \( E. \)

This setup is used to apply Castigliano’s theorem to find the deflection at point \( C \) due to the applied load \( P. \)
Transcribed Image Text:For the truss shown, use Castigliano’s method to determine the vertical deflection of point C. All members are of equal length, area, and modulus of elasticity \( L, A, \) and \( E, \) respectively. **Diagram Explanation:** The diagram depicts a truss structure with several members. The truss is composed of two triangular sections joined together, forming a shape similar to the letter "W." - **Points and Members:** - Points are labeled as \( B, C, D, G, \) and \( H. \) - Member \( BG, GH, HD, \) as well as horizontal members \( BC \) and \( CD. \) - **Supports and Loads:** - The structure has pin supports at points \( B \) and \( D. \) - There is a vertical load \( P \) acting downward at point \( C. \) - **Symmetry and Constraints:** - The truss is symmetrical about the vertical line through point \( C. \) - All members have the same length \( L, \) cross-sectional area \( A, \) and material modulus of elasticity \( E. \) This setup is used to apply Castigliano’s theorem to find the deflection at point \( C \) due to the applied load \( P. \)
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