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 <title>iMechanica - how to apply axial load in steel tubular column in ansys - Comments</title>
 <link>http://imechanica.org/node/3880</link>
 <description>Comments for &quot;how to apply axial load in steel tubular column in ansys&quot;</description>
 <language>en</language>
<item>
 <title>Column load Application</title>
 <link>http://imechanica.org/node/3880#comment-8780</link>
 <description>&lt;p&gt;You can apply the axial load either as &lt;/p&gt;
&lt;p&gt;1.  Solution&amp;gt;Define loads&amp;gt;Apply&amp;gt;pressure on lines, by selecting the lines on which pressure is to be applied.&lt;/p&gt;
&lt;p&gt;or&lt;/p&gt;
&lt;p&gt;2.Solution&amp;gt;Define loads&amp;gt;Apply&amp;gt;Force&amp;gt;on nodes, by selecting the nodes attached to the end line&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Fri, 26 Sep 2008 00:42:01 -0400</pubDate>
 <dc:creator>Himayat Ullah</dc:creator>
 <guid isPermaLink="false">comment 8780 at http://imechanica.org</guid>
</item>
<item>
 <title>how to apply axial load in steel tubular column in ansys</title>
 <link>http://imechanica.org/node/3880</link>
 <description>&lt;p&gt;
hi
&lt;/p&gt;
&lt;p&gt;
i would like know how to apply axial load on a steel tubular column in ANSYS SOFTWARE&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
I am using element shell 63 for modeling.
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <comments>http://imechanica.org/node/3880#comments</comments>
 <category domain="http://imechanica.org/taxonomy/term/109">Ask iMechanica</category>
 <pubDate>Tue, 23 Sep 2008 12:01:33 -0400</pubDate>
 <dc:creator>re</dc:creator>
 <guid isPermaLink="false">3880 at http://imechanica.org</guid>
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