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    <title>topic Re: Arbitrary Thin Walled Shape Stress Problem in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/arbitrary-thin-walled-shape-stress-problem/m-p/5822772#M62126</link>
    <description>&lt;P&gt;Let&amp;nbsp;us try to be more concise.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;So, we have calculation model with many bars with thin walled cross section (made by RSAP tool) and we are interseting in following:&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;OL&gt;&lt;LI&gt;Is there any way to obtain max/min stress&amp;nbsp;in group of bars, group of points along bar,&amp;nbsp;for group of load combinations?&lt;/LI&gt;&lt;LI&gt;Where we can find formula for thin walled&amp;nbsp;SHEAR stress RSAP use for diagrams in "Stress Analysis - bars" module for thin walled cross sections?&lt;/LI&gt;&lt;/OL&gt;&lt;P&gt;Ad.1 - now we must export to EXCEL section forces far ALL bars, ALL load cobinations&amp;nbsp; and&amp;nbsp;ALL points of interest along bars - after that we MANUALLY make normal stress calculations using data from RSAP "Section definition" modul to find bar number, load case and point along bar for max/min stress - after that we EASY can reach all values in RSAP "Stress Anlysis - bars" modul (so, we can not automatic find bar/point/load for max/min values because such postprocessing is not avaliable - even ALL data we use for our "tip&amp;amp;trick" already are in RSAP model database)&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Ad.2 - same "tip&amp;amp;trick" as in "Ad.1" but for shear stress is not useful because it seem that our formula for shear stress is not the same like RSAP one - and we could not find RSAP formula for thin walled cross section shear stress in HELP system.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Sincerely,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;User&lt;/P&gt;</description>
    <pubDate>Fri, 18 Sep 2015 09:29:39 GMT</pubDate>
    <dc:creator>gliga</dc:creator>
    <dc:date>2015-09-18T09:29:39Z</dc:date>
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