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	<title>File:Fse-tensile-membrane-action-v2.svg - Revision history</title>
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	<updated>2026-11-04T15:48:20Z</updated>
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		<title>Jan: Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</title>
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		<updated>2026-11-02T16:27:07Z</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;
Midspan tension in a sagging floor strip as a multiple of the total load qL, against the sag-to-span ratio, for residual moments of 0, 0.25 and 0.5 times qL²/8. The marked point is the World Trade Center truss model. Based on Zarghamee, Kitane, et al. (2005), p. 311, and Zarghamee, Bolourchi, et al. (2005), p. xxxiii.&lt;br /&gt;
&lt;br /&gt;
Original illustration for [[Tensile membrane action]], level 4 Expert.&lt;br /&gt;
&lt;br /&gt;
* Source basis: Zarghamee, Kitane, et al. (2005), p. 311 (formula, sag of the truss model); Zarghamee, Bolourchi, et al. (2005), p. xxxiii (60 ft span); calculation by Fire Safety Academy&lt;br /&gt;
* Alt text: Line chart: floor tension falls as the sag grows, with curves for no, a quarter and half residual moment and a marked point at a sag of L/17.&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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