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	<title>File:Fse-fire-resistance-criteria-v1.svg - Revision history</title>
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	<updated>2026-11-04T14:06:09Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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		<id>https://fire-safety.academy/w/index.php?title=File:Fse-fire-resistance-criteria-v1.svg&amp;diff=2074&amp;oldid=prev</id>
		<title>Lisa: Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</title>
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		<updated>2026-11-02T16:14:12Z</updated>

		<summary type="html">&lt;p&gt;Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Summary ==&lt;br /&gt;
The three fire resistance criteria: structural adequacy (carry the load), integrity (no flames or hot gases through cracks) and insulation (limited temperature rise on the unexposed face). Based on National Research Council of Canada et al. (2005), p. 2.6-6, and Australian Building Codes Board (2020a), Data Sheet C6, pp. 174–175.&lt;br /&gt;
&lt;br /&gt;
Original vector illustration for [[Fire resistance criteria]], level 2 Intermediate.&lt;br /&gt;
&lt;br /&gt;
* Source basis: National Research Council of Canada et al. (2005), p. 2.6-6 (purpose of the criteria); Australian Building Codes Board (2020a), Data Sheet C6, pp. 174–175 (cotton pad, gaps, flaming, 140 K and 180 K)&lt;br /&gt;
* Alt text: Three sketches of a specimen heated from one side: a sagging loaded element, a crack with flame passing through, and a hot unexposed face with thermocouples.&lt;br /&gt;
&lt;br /&gt;
== Licensing ==&lt;br /&gt;
New drawing by Fire Safety Academy. © Fire Safety Academy.&lt;/div&gt;</summary>
		<author><name>Lisa</name></author>
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