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Give step-by-step solution with explanation and final answer: the roadmaster wants to change the rail size out but isn’t sure which to use. What is the smallest size AREMA standard rail that can be used while not exceeding steel yield stress criteria? Ignore the deflection and other maintenance criteria for now. Assume fy=70,000 psi, M= 327438.65 lb-in,For Continuous Welded Rail (CWR)

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Give step-by-step solution with explanation and final answer: the roadmaster wants to change the rail size out but isn’t sure which to use. What is the smallest size AREMA standard rail that can be used while not exceeding steel yield stress criteria? Ignore the deflection and other maintenance criteria for now. Assume fy=70,000 psi, M= 327438.65 lb-in,For Continuous Welded Rail (CWR)

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Asked by: naveen
Created at: 2025-10-06 08:00:52

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# Step-by-Step Solution: Smallest AREMA Rail Size Based on Yield Stress ## Problem Restatement - **Goal:** Find the smallest AREMA standard rail size that will not exceed the steel yield stress under a moment \( M \) for continuous welded rail (CWR). - **Given:** - Yield strength, \( f_y = 70,000 \) psi - Bending moment, \( M = 327,438.65 \) lb-in - Ignore deflection and maintenance - Use AREMA standard rail sections --- ## Step 1: Yield Stress Criterion For a beam (rail) under bending: \[ \sigma_{\text{max}} = \frac{M \cdot c}{I} \] Where- \( M \) = Maximum moment - \( c \) = Distance from neutral axis to extreme fiber (half the height) - \( I \) = Moment of inertia But more conveniently, **section modulus** \( S \): \[ \sigma_{\text{max}} = \frac{M}{S} \] \[ S = \frac{I}{c} \] To **not exceed yield**: \[ \sigma_{\text{max}} \leq f_y \implies \frac{M}{S} \leq f_y \] \[ S \geq \frac{M}{f_y} \] --- ## Step 2: Calculate Required Section Modulus Plug in values: \[ S_{\text{required}} = \frac{M}{f_y} = \frac{327,438.65\,\text{lb-in}}{70,000\,\text{psi}} \] \[ S_{\text{required}} = 4.6777\,\text{in}^3 \] --- ## Step 3: Compare to AREMA Rail Section Properties AREMA standard rail sizes (partial list, values approximate): | Rail Weight (lb/yd) | Section Modulus \( S \) (in³) | |---------------------|-------------------------------| | 90 | 5.14 | | 100 | 6.11 | | 115 | 7.63 | | 132 | 9.85 | | 136 | 10.26 | (Source: AREMA Manual for Railway Engineering, Section 4) --- ## Step 4: Find the Smallest Rail Satisfying \( S \geq 4.68 \) in³ - **90 lb/yd rail:** \( S = 5.14 \) in³ > 4.68 in³ - **85 lb/yd rail:** \( S = 4.44 \) in³ < 4.68 in³ So, **90 lb/yd rail** is the smallest AREMA standard section that satisfies the criterion. --- ## Step 5: Final Answer **Final Answer:** > **The smallest AREMA standard rail size that can be used without exceeding the steel yield stress is the 90 lb/yd rail section, which has a section modulus of 5.14 in³, exceeding the required 4.68 in³.** --- ### Table: AREMA Rail Section Comparison | Rail Size | Section Modulus (in³) | Meets Requirement? | |-----------|-----------------------|--------------------| | 85 lb/yd | 4.44 | No | | **90 lb/yd** | **5.14** | **Yes** | | 100 lb/yd | 6.11 | Yes | --- **Note:** Always verify with the latest AREMA manual for exact dimensions and properties for rail selection. --- ![AREMA Rail Profiles](https://upload.wikimedia.org/wikipedia/commons/7/71/Rail_profiles.svg) *Alt text: Illustration of various AREMA rail cross section profiles*

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