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	<id>http://wiki.dtonline.org/index.php?action=history&amp;feed=atom&amp;title=Bending_Moment</id>
	<title>Bending Moment - Revision history</title>
	<link rel="self" type="application/atom+xml" href="http://wiki.dtonline.org/index.php?action=history&amp;feed=atom&amp;title=Bending_Moment"/>
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	<updated>2026-05-05T11:32:38Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>http://wiki.dtonline.org/index.php?title=Bending_Moment&amp;diff=7931&amp;oldid=prev</id>
		<title>DT Online: Added Template</title>
		<link rel="alternate" type="text/html" href="http://wiki.dtonline.org/index.php?title=Bending_Moment&amp;diff=7931&amp;oldid=prev"/>
		<updated>2016-09-03T20:23:21Z</updated>

		<summary type="html">&lt;p&gt;Added Template&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 20:23, 3 September 2016&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&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=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[File:Bending Moment Diagram.png|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;200px&lt;/del&gt;|right]]&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[File:Bending Moment Diagram.png|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;300px&lt;/ins&gt;|right]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;__TOC__&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt; &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt; &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;=====Description=====&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt; &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A &amp;#039;&amp;#039;&amp;#039;[[Moment of Force|Moment]]&amp;#039;&amp;#039;&amp;#039; is calculated by multiplying a &amp;#039;&amp;#039;&amp;#039;Force&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(in &amp;#039;&amp;#039;&amp;#039;[[newton|newtons]]&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039; by its distance from a fixed point or pivot &amp;#039;&amp;#039;(in &amp;#039;&amp;#039;&amp;#039;metres&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039;.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A &amp;#039;&amp;#039;&amp;#039;[[Moment of Force|Moment]]&amp;#039;&amp;#039;&amp;#039; is calculated by multiplying a &amp;#039;&amp;#039;&amp;#039;Force&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(in &amp;#039;&amp;#039;&amp;#039;[[newton|newtons]]&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039; by its distance from a fixed point or pivot &amp;#039;&amp;#039;(in &amp;#039;&amp;#039;&amp;#039;metres&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l5&quot;&gt;Line 5:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 10:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A value for the &amp;#039;&amp;#039;&amp;#039;Maximum Bending Moment &amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;  is needed when calculating the strength of a beam using the &amp;#039;&amp;#039;&amp;#039;[[Simple Bending Equation]]&amp;#039;&amp;#039;&amp;#039; for example.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A value for the &amp;#039;&amp;#039;&amp;#039;Maximum Bending Moment &amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;  is needed when calculating the strength of a beam using the &amp;#039;&amp;#039;&amp;#039;[[Simple Bending Equation]]&amp;#039;&amp;#039;&amp;#039; for example.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;=====Features and Applications=====&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The [http://en.wikipedia.org/wiki/Bending_Moment &amp;#039;&amp;#039;&amp;#039;Bending Moment&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;] for a &amp;#039;&amp;#039;&amp;#039;[[Simply Supported Beam]]&amp;#039;&amp;#039;&amp;#039; about either of the &amp;#039;&amp;#039;&amp;#039;[[Reactions (structures)|Reactions]]&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(or supports)&amp;#039;&amp;#039; from any point a distance &amp;#039;&amp;#039;&amp;#039;&amp;#039;x&amp;#039;&amp;#039;&amp;#039;&amp;#039; from them can be expressed as &amp;#039;&amp;#039;&amp;#039;Wx / 2&amp;#039;&amp;#039;&amp;#039;. If the load is in the centre of the beam, as shown, the maximum &amp;#039;&amp;#039;&amp;#039;B.M.&amp;#039;&amp;#039;&amp;#039; can be seen to be equal to:  &amp;#039;&amp;#039;&amp;#039;Load x Span divided by 4&amp;#039;&amp;#039;&amp;#039;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The [http://en.wikipedia.org/wiki/Bending_Moment &amp;#039;&amp;#039;&amp;#039;Bending Moment&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;] for a &amp;#039;&amp;#039;&amp;#039;[[Simply Supported Beam]]&amp;#039;&amp;#039;&amp;#039; about either of the &amp;#039;&amp;#039;&amp;#039;[[Reactions (structures)|Reactions]]&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(or supports)&amp;#039;&amp;#039; from any point a distance &amp;#039;&amp;#039;&amp;#039;&amp;#039;x&amp;#039;&amp;#039;&amp;#039;&amp;#039; from them can be expressed as &amp;#039;&amp;#039;&amp;#039;Wx / 2&amp;#039;&amp;#039;&amp;#039;. If the load is in the centre of the beam, as shown, the maximum &amp;#039;&amp;#039;&amp;#039;B.M.&amp;#039;&amp;#039;&amp;#039; can be seen to be equal to:  &amp;#039;&amp;#039;&amp;#039;Load x Span divided by 4&amp;#039;&amp;#039;&amp;#039;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l21&quot;&gt;Line 21:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 28:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Self-weight can be assumed to be the same as a single point load acting on the centre of a beam or the cantilever. In the case of the cantilever example shown, self-weight would be acting therefore a quarter of the way along the beam - or &amp;#039;&amp;#039;&amp;#039;Length = L/4&amp;#039;&amp;#039;&amp;#039; and the maximum &amp;#039;&amp;#039;&amp;#039;B.M.= W/2 x L/4 = WL/8&amp;#039;&amp;#039;&amp;#039;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Self-weight can be assumed to be the same as a single point load acting on the centre of a beam or the cantilever. In the case of the cantilever example shown, self-weight would be acting therefore a quarter of the way along the beam - or &amp;#039;&amp;#039;&amp;#039;Length = L/4&amp;#039;&amp;#039;&amp;#039; and the maximum &amp;#039;&amp;#039;&amp;#039;B.M.= W/2 x L/4 = WL/8&amp;#039;&amp;#039;&amp;#039;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&amp;lt;div style=&quot;clear: both;&quot;&amp;gt;&amp;lt;/div&amp;gt;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;{{Construction Kits Buyers Guide}}&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Category:Terminology]]&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[Category:Terminology]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>DT Online</name></author>
	</entry>
	<entry>
		<id>http://wiki.dtonline.org/index.php?title=Bending_Moment&amp;diff=4623&amp;oldid=prev</id>
		<title>DT Online: Corrected Link</title>
		<link rel="alternate" type="text/html" href="http://wiki.dtonline.org/index.php?title=Bending_Moment&amp;diff=4623&amp;oldid=prev"/>
		<updated>2015-12-23T20:39:29Z</updated>

		<summary type="html">&lt;p&gt;Corrected Link&lt;/p&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 20:39, 23 December 2015&lt;/td&gt;
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&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The [http://en.wikipedia.org/wiki/Bending_Moment &#039;&#039;&#039;Bending Moment&#039;&#039;&#039; &#039;&#039;&#039;&#039;&#039;(B.M.)&#039;&#039;&#039;&#039;&#039;] for a &#039;&#039;&#039;[[Simply Supported Beam]]&#039;&#039;&#039; about either of the &#039;&#039;&#039;[[Reactions]]&#039;&#039;&#039; &#039;&#039;(or supports)&#039;&#039; from any point a distance &#039;&#039;&#039;&#039;x&#039;&#039;&#039;&#039; from them can be expressed as &#039;&#039;&#039;Wx / 2&#039;&#039;&#039;. If the load is in the centre of the beam, as shown, the maximum &#039;&#039;&#039;B.M.&#039;&#039;&#039; can be seen to be equal to:  &#039;&#039;&#039;Load x Span divided by 4&#039;&#039;&#039;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The [http://en.wikipedia.org/wiki/Bending_Moment &#039;&#039;&#039;Bending Moment&#039;&#039;&#039; &#039;&#039;&#039;&#039;&#039;(B.M.)&#039;&#039;&#039;&#039;&#039;] for a &#039;&#039;&#039;[[Simply Supported Beam]]&#039;&#039;&#039; about either of the &#039;&#039;&#039;[[&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Reactions (structures)|&lt;/ins&gt;Reactions]]&#039;&#039;&#039; &#039;&#039;(or supports)&#039;&#039; from any point a distance &#039;&#039;&#039;&#039;x&#039;&#039;&#039;&#039; from them can be expressed as &#039;&#039;&#039;Wx / 2&#039;&#039;&#039;. If the load is in the centre of the beam, as shown, the maximum &#039;&#039;&#039;B.M.&#039;&#039;&#039; can be seen to be equal to:  &#039;&#039;&#039;Load x Span divided by 4&#039;&#039;&#039;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
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&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
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		<author><name>DT Online</name></author>
	</entry>
	<entry>
		<id>http://wiki.dtonline.org/index.php?title=Bending_Moment&amp;diff=4607&amp;oldid=prev</id>
		<title>DT Online: Created article</title>
		<link rel="alternate" type="text/html" href="http://wiki.dtonline.org/index.php?title=Bending_Moment&amp;diff=4607&amp;oldid=prev"/>
		<updated>2015-12-23T18:50:50Z</updated>

		<summary type="html">&lt;p&gt;Created article&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;[[File:Bending Moment Diagram.png|200px|right]]&lt;br /&gt;
A &amp;#039;&amp;#039;&amp;#039;[[Moment of Force|Moment]]&amp;#039;&amp;#039;&amp;#039; is calculated by multiplying a &amp;#039;&amp;#039;&amp;#039;Force&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(in &amp;#039;&amp;#039;&amp;#039;[[newton|newtons]]&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039; by its distance from a fixed point or pivot &amp;#039;&amp;#039;(in &amp;#039;&amp;#039;&amp;#039;metres&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039;.&lt;br /&gt;
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A value for the &amp;#039;&amp;#039;&amp;#039;Maximum Bending Moment &amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;  is needed when calculating the strength of a beam using the &amp;#039;&amp;#039;&amp;#039;[[Simple Bending Equation]]&amp;#039;&amp;#039;&amp;#039; for example.&lt;br /&gt;
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The [http://en.wikipedia.org/wiki/Bending_Moment &amp;#039;&amp;#039;&amp;#039;Bending Moment&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;] for a &amp;#039;&amp;#039;&amp;#039;[[Simply Supported Beam]]&amp;#039;&amp;#039;&amp;#039; about either of the &amp;#039;&amp;#039;&amp;#039;[[Reactions]]&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(or supports)&amp;#039;&amp;#039; from any point a distance &amp;#039;&amp;#039;&amp;#039;&amp;#039;x&amp;#039;&amp;#039;&amp;#039;&amp;#039; from them can be expressed as &amp;#039;&amp;#039;&amp;#039;Wx / 2&amp;#039;&amp;#039;&amp;#039;. If the load is in the centre of the beam, as shown, the maximum &amp;#039;&amp;#039;&amp;#039;B.M.&amp;#039;&amp;#039;&amp;#039; can be seen to be equal to:  &amp;#039;&amp;#039;&amp;#039;Load x Span divided by 4&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
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[[File:Cantilever.png|250px|left]]&lt;br /&gt;
To understand why this is so, imagine the beam to be cut into two then the two halves placed back to back to create two &amp;#039;&amp;#039;&amp;#039;[[Cantilever|cantilevers]]&amp;#039;&amp;#039;&amp;#039; each supporting half of the load - and each &amp;#039;&amp;#039;&amp;#039;[[Cantilever|cantilever]]&amp;#039;&amp;#039;&amp;#039; will be half the length of the beam of course.&lt;br /&gt;
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It is clear that standing on the end of a diving board makes it bend the most and this is where to find the &amp;#039;&amp;#039;&amp;#039;Maximum Bending Moment&amp;#039;&amp;#039;&amp;#039;. &amp;#039;&amp;#039;&amp;#039;[[Moment of Force|Moments]]&amp;#039;&amp;#039;&amp;#039;  are given as &amp;#039;&amp;#039;&amp;#039;Force x Distance&amp;#039;&amp;#039;&amp;#039; and in this case, the force is that exerted by the half of the original beam load &amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;(W/2)&amp;#039;&amp;#039; x half the length of the beam &amp;#039;&amp;#039;(L/2)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;. This can be expressed as &amp;#039;&amp;#039;&amp;#039;Load x Span divided by 4&amp;#039;&amp;#039;&amp;#039; as shown&lt;br /&gt;
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[[File:CantileverUDL.png|250px|right]]&lt;br /&gt;
In the case of a beam bearing a uniformly distributed load &amp;#039;&amp;#039;(such as the beam&amp;#039;s self-weight)&amp;#039;&amp;#039; the &amp;#039;&amp;#039;&amp;#039;Maximum Bending Moment &amp;#039;&amp;#039;(B.M.)&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039; is equal to &amp;#039;&amp;#039;&amp;#039;Load x Span divided by 8&amp;#039;&amp;#039;&amp;#039; &amp;#039;&amp;#039;(which can also be written as &amp;#039;&amp;#039;&amp;#039;half the load x a quarter of the span&amp;#039;&amp;#039;&amp;#039;)&amp;#039;&amp;#039;&lt;br /&gt;
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Self-weight can be assumed to be the same as a single point load acting on the centre of a beam or the cantilever. In the case of the cantilever example shown, self-weight would be acting therefore a quarter of the way along the beam - or &amp;#039;&amp;#039;&amp;#039;Length = L/4&amp;#039;&amp;#039;&amp;#039; and the maximum &amp;#039;&amp;#039;&amp;#039;B.M.= W/2 x L/4 = WL/8&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
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[[Category:Terminology]]&lt;/div&gt;</summary>
		<author><name>DT Online</name></author>
	</entry>
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