https://fire-safety.academy/w/index.php?action=history&feed=atom&title=File%3AFse-restrained-thermal-expansion-v2.svg 2026-11-04T15:48:25Z Revision history for this page on the wiki MediaWiki 1.43.11 https://fire-safety.academy/w/index.php?title=File:Fse-restrained-thermal-expansion-v2.svg&diff=2256&oldid=prev 2026-11-02T16:26:36Z

<p>Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</p> <p><b>New page</b></p><div>== Summary ==<br /> Elastic stress in a fully restrained ASTM A36 steel member compared with its yield strength, from 20 °C to 400 °C. The lines cross at about 116 °C. Based on Milke (2002a), p. 4-212; E₀ = 205 GPa from Luecke, McColskey, et al. (2005), p. 67.<br /> <br /> Original illustration for [[Restrained thermal expansion]], level 4 Expert.<br /> <br /> * Source basis: Milke (2002a), p. 4-212 (α_T, E_T and σ_yT correlations); Luecke, McColskey, et al. (2005), p. 67 (E₀ = 205 GPa); MacNeill et al. (2008), p. 4 (A36, 248 MPa); calculation by Fire Safety Academy<br /> * Alt text: Line chart: the stress in a fully restrained steel member rises steeply with temperature and crosses the slowly falling yield strength at about 116 °C.<br /> <br /> == Licensing ==<br /> New drawing by Fire Safety Academy. © Fire Safety Academy.</div>

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