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	<title>CivilClub : Site of Civil Engineer &#187; concentrated</title>
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		<title>Simply-Supported Beam with Concentrated Force at Intermediate Point</title>
		<link>http://www.civilclub.net/simply-supported-beam-with-concentrated-force-at-intermediate-point.html</link>
		<comments>http://www.civilclub.net/simply-supported-beam-with-concentrated-force-at-intermediate-point.html#comments</comments>
		<pubDate>Wed, 21 Jul 2010 15:41:13 +0000</pubDate>
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		<category><![CDATA[force]]></category>
		<category><![CDATA[intermediate]]></category>
		<category><![CDATA[point]]></category>
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		<description><![CDATA[Simply-Supported Beam with Concentrated Force at Intermediate Point THEORY  &#38;   FORMULAE : Bending Of A Straight Elastic Prismatic Beam Consider a simply-supported bar, having a concentrated force acting vertically at any intermediate point (including the mid-point) along its length. The following equations describe the distribution of shear force, bending moment...]]></description>
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