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<!DOCTYPE document PUBLIC "-//CNX//DTD CNXML 0.5 plus MathML//EN" "http://cnx.rice.edu/cnxml/0.5/DTD/cnxml_mathml.dtd">
<document xmlns="http://cnx.rice.edu/cnxml" xmlns:md="http://cnx.rice.edu/mdml/0.4" xmlns:m="http://www.w3.org/1998/Math/MathML" xmlns:bib="http://bibtexml.sf.net/" id="m10300">

  <name>Exercises for Matrix Methods for Mechanical Systems</name>
  
  <metadata>
  <md:version>2.5</md:version>
  <md:created>2001/08/09</md:created>
  <md:revised>2002/08/19</md:revised>
  <md:authorlist>
      <md:author id="rainking">
      <md:firstname>Doug</md:firstname>
      
      <md:surname>Daniels</md:surname>
      <md:email>rainking@alumni.rice.edu</md:email>
    </md:author>
      <md:author id="cox">
      <md:firstname>Steven</md:firstname>
      
      <md:surname>Cox</md:surname>
      <md:email>cox@rice.edu</md:email>
    </md:author>
  </md:authorlist>

  <md:maintainerlist>
    <md:maintainer id="rainking">
      <md:firstname>Doug</md:firstname>
      
      <md:surname>Daniels</md:surname>
      <md:email>rainking@alumni.rice.edu</md:email>
    </md:maintainer>
    <md:maintainer id="cox">
      <md:firstname>Steven</md:firstname>
      
      <md:surname>Cox</md:surname>
      <md:email>cox@rice.edu</md:email>
    </md:maintainer>
  </md:maintainerlist>
  
  <md:keywordlist>
    <md:keyword>exercises</md:keyword>
  </md:keywordlist>

  <md:abstract>Exercises for Chapter 2.</md:abstract>
</metadata>

  <content>
    <exercise id="question1">
      <problem>
	    
	<para id="p1">
	  With regard to <cnxn target="uniaxial_truss_fig" document="m10146" strength="9"> the uniaxial truss
	    figure</cnxn>,
	      
	  <list id="q1list1" type="bulleted">
	    <item>
	      (i) Derive the <m:math display="inline"><m:ci type="matrix">A</m:ci></m:math> and <m:math display="inline"><m:ci type="matrix">K</m:ci></m:math>
	      matrices resulting from the removal of the fourth
	      spring,
	    </item>
	  
	    <item>
	      (ii) Compute the inverse, by hand via 
	      <cnxn target="gauss_jordan" document="m10146" strength="8">
		Gauss-Jordan</cnxn>, of the resulting

	      <m:math display="inline">
		<m:apply><m:times/>
		  <m:apply><m:transpose/>
		    <m:ci type="matrix">A</m:ci>
		  </m:apply>
		  <m:ci type="matrix">K</m:ci>
		  <m:ci type="matrix">A</m:ci>
		</m:apply>
		<!-- A'KA -->
	      </m:math>

	      with 

	      <m:math display="inline">
		<m:apply><m:eq/>
		  <m:ci><m:msub>
		      <m:mi>k</m:mi>
		      <m:mn>1</m:mn>
		    </m:msub></m:ci>
		  <m:ci><m:msub>
		      <m:mi>k</m:mi>
		      <m:mn>2</m:mn>
		    </m:msub></m:ci>
		  <m:ci><m:msub>
		      <m:mi>k</m:mi>
		      <m:mn>3</m:mn>
		    </m:msub></m:ci>
		  <m:ci>k</m:ci>
		</m:apply>
		<!-- k_1 = k_2 = k_3 = k -->
	      </m:math>
	    </item>

	    <item>
	      (iii) Use the result of (ii) to find the displacement
	      corresponding to the load
	      
	      <m:math display="inline">
		<m:apply><m:eq/>
		  <m:ci type="vector">f</m:ci>
		  <m:vector>
		    <m:cn>0</m:cn>
		    <m:cn>0</m:cn>
		    <m:ci>F</m:ci>
		  </m:vector>
		</m:apply>
		<!-- f = [ 0; 0; F ] -->
	      </m:math>.
	    </item>
	  </list>
	</para>
      </problem>
    </exercise>

    <exercise id="question2">
      <problem>
	<para id="p2">
	  Generalize <cnxn document="m10148" strength="9">example 3,
	    the general planar truss</cnxn>, to the case of 16 nodes
	    connected by 42 fibers.  Introduce one stiff (say
	  
	  <m:math display="inline">
	    <m:apply><m:eq/>
	      <m:ci>k</m:ci>
	      <m:cn>100</m:cn>
	    </m:apply>
	    <!-- k = 100 -->
	  </m:math>) 

	  fiber and show how to detect it by 'properly' choosing
	  <m:math display="inline"><m:ci type="vector">f</m:ci></m:math>.  Submit your
	  well-documented M-file as well as the plots, similar to
	  <cnxn target="before_after" strength="9">the before-after
	  plot</cnxn> in the <cnxn document="m10148" strength="5">general planar module</cnxn>, from which you
	  conclude the presence of a stiff fiber.

	<figure id="before_after">
	  <media type="image/png" src="beforeafter.png"/>
	  <caption>
	    A copy of the before-after figure from the general planar
	    module.</caption>
	</figure>
      </para>
      </problem>
    </exercise>
  </content>
</document>
