Prob. 2.2-14. The three-member frame structure in Fig. P2.2-14 is subjected to a downward vertical load P at pin C. The pins at B, C, and D apply axial loads to members BD and CD, whose cross-sectional areas are A₁ = 0.5 in² and A₂ = 1.0 in², respectively. (a) If the axial stress in member BD is a₁ = 1200 psi, what is the value of force P? (b) What is the corresponding axial stress, 2, in member CD? -12 in.-12 in.- T 9 in. B 9 in. 32 in. (1) P2.2-14 (2) C
Prob. 2.2-14. The three-member frame structure in Fig. P2.2-14 is subjected to a downward vertical load P at pin C. The pins at B, C, and D apply axial loads to members BD and CD, whose cross-sectional areas are A₁ = 0.5 in² and A₂ = 1.0 in², respectively. (a) If the axial stress in member BD is a₁ = 1200 psi, what is the value of force P? (b) What is the corresponding axial stress, 2, in member CD? -12 in.-12 in.- T 9 in. B 9 in. 32 in. (1) P2.2-14 (2) C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:**Educational Module: Structural Analysis of a Three-Member Frame**
**Problem 2.2-14**
**Description:**
The three-member frame structure depicted in Fig. P2.2-14 is subjected to a downward vertical load \( P \) at pin \( C \). The pins at \( B \), \( C \), and \( D \) apply axial loads to members \( BD \) and \( CD \), whose cross-sectional areas are \( A_1 = 0.5 \, \text{in}^2 \) and \( A_2 = 1.0 \, \text{in}^2 \), respectively. The problem consists of two parts:
- (a) If the axial stress in member \( BD \) is \( \sigma_1 = 1200 \, \text{psi} \), what is the value of force \( P \)?
- (b) What is the corresponding axial stress, \( \sigma_2 \), in member \( CD \)?
**Diagram Explanation:**
The accompanying diagram illustrates the frame and the relevant dimensions:
- The frame consists of members connected at four joints labeled \( A \), \( B \), \( C \), and \( D \).
- Member \( A \) is vertical, extending 18 inches down, split evenly between \( 9 \) inches intervals to points \( B \) and \( D \).
- Member \( B \) to \( C \) is horizontal, measuring \( 24 \) inches (2 segments of \( 12 \) inches each) from \( A \) to \( C \).
- Member \( D \) to \( C \) is inclined and subjected to the vertical load \( P \).
- Relevant dimensions are given for structural analysis, with \( B \) and \( D \) serving as reference points.
**Detailed Steps for Solution:**
1. **Identify Crucial Parameters:**
- Axial stress in member \( BD \): \( \sigma_1 = 1200 \, \text{psi} \).
- Cross-sectional areas: \( A_1 = 0.5 \, \text{in}^2 \) for \( BD \), and \( A_2 = 1.0 \, \text{in}^2 \) for \( CD \).
2. **Determine Force \( P \):**
- Using stress-strain relationships and
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