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<a name = "hj-top"> </a><table class = "table1" id = "table11"><tr><td><table class = "DocHeader"><tr><td class = "DocHeader1" colspan = "2"><h1>Typical Optimization Tasks for Linear Static Analysis</h1></td></tr><tr><td class = "DocHeader4" colspan = "2"/></tr><tr><td class = "DocHeader3" colspan = "2"><table class = "DocThemeIntro" id = "table12"><tr><td class = "Intro1"><p class = "header"><p class = "abstract">
<span class = "shortdesc">This section deals with the typical optimization tasks for
linear static analysis types. Only some very common tasks are described
here.</span>

</p>

</p><hr class = "header"/></td></tr><tr><td class = "Intro2"><span class = "run-in">In this section:</span><br/><ul class = "ulthemes"><li><a title = "How to set up a bead optimization that maximizes the stiffness of a structure using the bead controller algorithm is described." href = "tso-t-usr-beadOptTasksLS-beadMaxStiffness.htm">Maximize Stiffness with Controller-Based Algorithm</a></li><li><a title = "This task shows you how to combine multiple load cases when using the BEAD_CONTROLLER algorithm." href = "tso-t-usr-beadOptTasksLS-beadCombineStaticLc.htm">Combine Static load cases (Controller-Based Algorithm)</a></li><li><a title = "The sensitivity-based bead optimization offers a large range of responses for static analysis. But note that the controller-based bead algorithm will often be superior and amore effective in pure minimization of compliance designs. Of course, if you need more control of displacements of certain nodes within your model you will be better of using the sensitivity-based algorithm." href = "tso-t-usr-beadOptTasksLS-beadSensMinCompliance.htm">Minimize Compliance for Linear Static Sensitivity-Based Optimization</a></li></ul></td></tr></table></td></tr></table>




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