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		<id>https://www.designingbuildings.co.uk/w/index.php?action=history&amp;feed=atom&amp;title=Concentrated_loads</id>
		<title>Concentrated loads - Revision history</title>
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		<updated>2026-06-01T18:41:21Z</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=Concentrated_loads&amp;diff=250076&amp;oldid=prev</id>
		<title>Designing Buildings at 10:55, 7 March 2023</title>
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				<updated>2023-03-07T10:55:45Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&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 10:55, 7 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;Concentrated loads (or point loads) are single loads that act over a relatively small area, they can be dead loads such as columns &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;which apply a heavy force over a relatively small area&lt;/del&gt;, or live loads, such as people whose full weight applies a force over the area of their feet when standing up, or a table which applies forces from the weight of a table through the small area at the bottom of the table legs.&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;Concentrated loads (or point loads) are single loads that act over a relatively small area, they can be dead loads such as columns, or live loads, such as people whose full weight applies a force over the area of their feet when standing up, or a table which applies forces from the weight of a table through the small area at the bottom of the table legs.&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;Also referred to as a point load as it is applied at a specific, concentrated point, sometimes referred to as equivalent concentrated load (ECL). &lt;/del&gt;This is in contrast to loads such as distributed loads or uniformly distributed loads (UDL), where the the load is distributed across a region of an element such as a beam or slab.&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;This is in contrast to loads such as distributed loads or uniformly distributed loads (UDL), where the the load is distributed across a region of an element such as a beam or slab.&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;Point loads are expressed by calculating the total load over the object's surface or length and attributing the entire load to its centre point.&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;Point loads are expressed by calculating the total load over the object's surface or length and attributing the entire load to its centre point.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
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		<author><name>Designing Buildings</name></author>	</entry>

	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Concentrated_loads&amp;diff=248286&amp;oldid=prev</id>
		<title>Editor: Created page with &quot;Concentrated loads (or point loads) are single loads that act over a relatively small area, they can be dead loads such as columns which apply a heavy force over a relatively sma...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Concentrated_loads&amp;diff=248286&amp;oldid=prev"/>
				<updated>2023-02-08T14:04:38Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;Concentrated loads (or point loads) are single loads that act over a relatively small area, they can be dead loads such as columns which apply a heavy force over a relatively sma...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;Concentrated loads (or point loads) are single loads that act over a relatively small area, they can be dead loads such as columns which apply a heavy force over a relatively small area, or live loads, such as people whose full weight applies a force over the area of their feet when standing up, or a table which applies forces from the weight of a table through the small area at the bottom of the table legs.&lt;br /&gt;
&lt;br /&gt;
Also referred to as a point load as it is applied at a specific, concentrated point, sometimes referred to as equivalent concentrated load (ECL). This is in contrast to loads such as distributed loads or uniformly distributed loads (UDL), where the the load is distributed across a region of an element such as a beam or slab.&lt;br /&gt;
&lt;br /&gt;
Point loads are expressed by calculating the total load over the object's surface or length and attributing the entire load to its centre point.&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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