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		<id>https://www.designingbuildings.co.uk/w/index.php?action=history&amp;feed=atom&amp;title=Triangular_load</id>
		<title>Triangular load - Revision history</title>
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		<updated>2026-05-04T18:32:39Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Triangular_load&amp;diff=249798&amp;oldid=prev</id>
		<title>Designing Buildings at 10:18, 2 March 2023</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Triangular_load&amp;diff=249798&amp;oldid=prev"/>
				<updated>2023-03-02T10:18:45Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: white; color:black;&quot;&gt;
			&lt;col class='diff-marker' /&gt;
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			&lt;col class='diff-content' /&gt;
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		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;← Older revision&lt;/td&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;Revision as of 10:18, 2 March 2023&lt;/td&gt;
		&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;A triangular loads is a load that varies along a length proportionally increasing&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;, it &lt;/del&gt;is also referred to as a uniformly varying load. So at one side of a beam for example there is no load applied, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;which &lt;/del&gt;gradually increases &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;to &lt;/del&gt;the other end of the beam where the maximum load is applied. A practical example of where such loads would &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;apply &lt;/del&gt;is &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;with &lt;/del&gt;a cantilever beam, where the maximum load is applied at &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;one side &lt;/del&gt;and the minimum at the &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;other, in some cases such as bridges structural elements may support the along the length decreasing the further along the beam they are &lt;/del&gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;A triangular loads is a load that varies along a length&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;, &lt;/ins&gt;proportionally increasing&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;. It &lt;/ins&gt;is also referred to as a uniformly varying load. So at one side of a beam for example there is no load applied, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;but the load &lt;/ins&gt;gradually increases &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;towards &lt;/ins&gt;the other end of the beam where the maximum load is applied. A practical example of where such loads would &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;be found &lt;/ins&gt;is a cantilever beam, where the maximum load is applied at &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;the free end &lt;/ins&gt;and the minimum at the &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;fixed end&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;see &lt;/del&gt;also: &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;uniformly &lt;/del&gt;varying loads&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;See &lt;/ins&gt;also: &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Uniformly &lt;/ins&gt;varying loads&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;= Related articles on Designing Buildings =&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;= Related articles on Designing Buildings =&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Designing Buildings</name></author>	</entry>

	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Triangular_load&amp;diff=248293&amp;oldid=prev</id>
		<title>Editor at 14:29, 8 February 2023</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Triangular_load&amp;diff=248293&amp;oldid=prev"/>
				<updated>2023-02-08T14:29:12Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: white; color:black;&quot;&gt;
			&lt;col class='diff-marker' /&gt;
			&lt;col class='diff-content' /&gt;
			&lt;col class='diff-marker' /&gt;
			&lt;col class='diff-content' /&gt;
		&lt;tr valign='top'&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;← Older revision&lt;/td&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;Revision as of 14:29, 8 February 2023&lt;/td&gt;
		&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;A triangular loads is a load that varies along a length proportionally increasing, it is also referred to as a uniformly varying &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;loads&lt;/del&gt;. So at one side of a beam for example there is no load applied, which gradually increases to the other end of the beam where the maximum load is applied. A practical example of where such loads would apply is with a cantilever beam, where the maximum load is applied at one side and the minimum at the other, in some cases such as bridges structural elements may support the along the length decreasing the further along the beam they are .&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;A triangular loads is a load that varies along a length proportionally increasing, it is also referred to as a uniformly varying &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;load&lt;/ins&gt;. So at one side of a beam for example there is no load applied, which gradually increases to the other end of the beam where the maximum load is applied. A practical example of where such loads would apply is with a cantilever beam, where the maximum load is applied at one side and the minimum at the other, in some cases such as bridges structural elements may support the along the length decreasing the further along the beam they are .&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;see also: uniformly varying loads&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;see also: uniformly varying loads&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Editor</name></author>	</entry>

	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Triangular_load&amp;diff=248291&amp;oldid=prev</id>
		<title>Editor: Created page with &quot;A triangular loads is a load that varies along a length proportionally increasing, it is also referred to as a uniformly varying loads. So at one side of a beam for example there...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Triangular_load&amp;diff=248291&amp;oldid=prev"/>
				<updated>2023-02-08T14:28:45Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;A triangular loads is a load that varies along a length proportionally increasing, it is also referred to as a uniformly varying loads. So at one side of a beam for example there...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;A triangular loads is a load that varies along a length proportionally increasing, it is also referred to as a uniformly varying loads. So at one side of a beam for example there is no load applied, which gradually increases to the other end of the beam where the maximum load is applied. A practical example of where such loads would apply is with a cantilever beam, where the maximum load is applied at one side and the minimum at the other, in some cases such as bridges structural elements may support the along the length decreasing the further along the beam they are .&lt;br /&gt;
&lt;br /&gt;
see also: uniformly varying loads&lt;br /&gt;
&lt;br /&gt;
= Related articles on Designing Buildings =&lt;br /&gt;
&lt;br /&gt;
* Bearing capacity.&lt;br /&gt;
* Beam and block.&lt;br /&gt;
* Biaxial bending.&lt;br /&gt;
* Braced frame.&lt;br /&gt;
* Concept structural design of buildings.&lt;br /&gt;
* Dead loads.&lt;br /&gt;
* Finished floor level.&lt;br /&gt;
* Flooring.&lt;br /&gt;
* Gross floor area GFA.&lt;br /&gt;
* Lateral loads.&lt;br /&gt;
* Limit state design.&lt;br /&gt;
* Live loads.&lt;br /&gt;
* Load-bearing wall.&lt;br /&gt;
* Point load.&lt;br /&gt;
* Resilient flooring.&lt;br /&gt;
* Structural engineer.&lt;br /&gt;
* Types of floor.&lt;br /&gt;
* Types of structural load.&lt;br /&gt;
* Uniformly Distributed Load.&lt;br /&gt;
* Wind load.&lt;br /&gt;
&lt;br /&gt;
[[Category:DCN_Definition]] [[Category:Definitions]]&lt;/div&gt;</summary>
		<author><name>Editor</name></author>	</entry>

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