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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>Load Case Combination and Selection</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">Design responses extracted from finite element analysis might depend on a
number of <span class = "ph">load cases</span>. For getting a scalar value as design response, it is necessary
to select (<code class = "ph codeph">LC_SET</code>) results from the <span class = "ph">load cases</span> and combine the selected (<code class = "ph codeph">LC_SEL</code>) results using an operator.

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</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 = "If more than one load case or substep exists, the user can choose the load case that is to be taken into consideration. In addition, for modal analysis where more than one eigenfrequency is calculated, a selection of the eigenfrequencies of interest is necessary." href = "tso-c-usr-terms-combTermsLcSet.htm">About Load Case Specification (LC_SET)</a></li><li><a title = "If more than one load case or substep exists, the user might intend to choose the load case that is to be taken into consideration. Also, for modal analysis where more than one eigenfrequency is calculated, a selection of the eigenfrequencies of interest is necessary." href = "tso-t-usr-terms-combTermsLcSet.htm">Selecting a Load Case</a></li></ul></td></tr></table></td></tr></table>

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