75t 1) ve1ERMINEe dRoss.SECTIOMN ARE, A-T244 4. 2) DETERMiale THE ANERAAE TEASsILE 5TRES, GANE 3) OETERMILIE THE ELoieeA TION Of THE SOLIO PIPE AL- PL, es 29 000 ka E 4) Oe TERMING THE AXIAL TEAIN, E =
75t 1) ve1ERMINEe dRoss.SECTIOMN ARE, A-T244 4. 2) DETERMiale THE ANERAAE TEASsILE 5TRES, GANE 3) OETERMILIE THE ELoieeA TION Of THE SOLIO PIPE AL- PL, es 29 000 ka E 4) Oe TERMING THE AXIAL TEAIN, E =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:### Analysis of a Solid Pipe Under Tension
**Diagram Description:**
The diagram shows a 3/4 inch solid pipe subjected to a tensile force of 75 kips on both ends. The pipe's length is denoted as \( L = 96.5 \, \text{inches} \).
**Calculations:**
1. **Determine Cross-sectional Area, \( A \):**
- Formula: \( A = \frac{\pi d^2}{4} \)
- This calculates the area of the cross-section of the pipe using its diameter.
2. **Determine the Average Tensile Stress, \( \sigma_{\text{ave}} \):**
- Use the relation of force over area to find the stress.
3. **Determine the Elongation of the Solid Pipe:**
- Use the formula \( \Delta L = \frac{PL}{AE} \)
- \( E = 29,000 \, \text{ksi} \) (Elasticity modulus of the material)
4. **Determine the Axial Strain, \( \epsilon \):**
- Formula: \( \epsilon = \frac{\Delta L}{L} \)
- This represents the deformation per unit length of the pipe.
**Table of Dimensions:**
- \( d \)
- \(\frac{d}{4}\)
- \(\frac{d}{4}\)
- \(\frac{d}{16}\)
These notes are a guide for determining critical mechanical properties and behaviors of materials under tension, specifically for a solid cylindrical pipe.
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