<?xml version="1.0" encoding='utf-8'?>
<!DOCTYPE wml PUBLIC "-//WAPFORUM//DTD WML 1.1//EN" "http://www.wapforum.org/DTD/wml_1.1.xml">
<wml>
<card id="card1" title="Stiffness - Page 4 - Wikipedia">
<p>
<a accesskey="1" href="page.php?w=stiffness&amp;p=3">1.Previous</a><br />
<a accesskey="3" href="page.php?w=stiffness&amp;p=5">3.Next</a>
</p>
<p>along multiple DOF (maximum of six DOF at a point). For example, a point on a horizontal <a href="page.php?w=Euler-Bernoulli_beam_equation">beam</a> can undergo both a vertical <a href="page.php?w=Displacement_%28vector%29">displacement</a> and a rotation relative to its undeformed axis. When there are  degrees of freedom a  <a href="page.php?w=Matrix_%28mathematics%29">matrix</a> must be used to describe the stiffness at the point. The diagonal terms in the matrix are the direct-related stiffnesses (or simply stiffnesses) along the same degree</p><p>
<a accesskey="1" href="page.php?w=stiffness&amp;p=3">1.Previous</a><br />
<a accesskey="3" href="page.php?w=stiffness&amp;p=5">3.Next</a>
</p>

<do type="prev" label="Search">
        <go href="search.wml"/>
</do>

</card>
</wml>
