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	<title>File:Fse-progressive-collapse-v1.svg - Revision history</title>
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	<updated>2026-11-04T14:00:04Z</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-progressive-collapse-v1.svg&amp;diff=2240&amp;oldid=prev</id>
		<title>Jan: Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</title>
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		<updated>2026-11-02T16:25:47Z</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 same frame after the loss of one column. Left: the loads find an alternate path and the damage stays local. Right: the failure spreads from element to element. Based on National Institute of Standards and Technology (2005), p. 206, and Australian Building Codes Board (2020b), p. 91.&lt;br /&gt;
&lt;br /&gt;
Original illustration for [[Progressive collapse]], level 4 Expert.&lt;br /&gt;
&lt;br /&gt;
* Source basis: National Institute of Standards and Technology (2005), p. 206 (alternate load paths; removal of one or two columns as design initiating event); Australian Building Codes Board (2020b), p. 91 (notional removal of a column; collapse not to extend beyond immediately adjacent storeys); National Institute of Standards and Technology (2008), p. xxxvi (vertical and horizontal progression)&lt;br /&gt;
* Alt text: Two elevations of the same six-storey frame with one ground-floor column removed: left, the floors above bridge the gap; right, failure spreads up and sideways.&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>Jan</name></author>
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