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    <title>topic Re: Base shear in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/3497836#M82193</link>
    <description>&lt;P&gt;Results then Reactions. &amp;nbsp;look for Fx or Fy for base shear, Fz for vertical&lt;/P&gt;</description>
    <pubDate>Wed, 13 Jun 2012 11:08:30 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2012-06-13T11:08:30Z</dc:date>
    <item>
      <title>Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/3497822#M82192</link>
      <description>&lt;P&gt;Where does robot show the value of the base shear and the total vertical load on the structure&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you&lt;/P&gt;</description>
      <pubDate>Wed, 13 Jun 2012 10:58:25 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/3497822#M82192</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2012-06-13T10:58:25Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/3497836#M82193</link>
      <description>&lt;P&gt;Results then Reactions. &amp;nbsp;look for Fx or Fy for base shear, Fz for vertical&lt;/P&gt;</description>
      <pubDate>Wed, 13 Jun 2012 11:08:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/3497836#M82193</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2012-06-13T11:08:30Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5490823#M82194</link>
      <description>&lt;P&gt;What accounts for the difference between the Fx, Fy and Fz calculated in the reactions table to that calculated in the stories (reduced forces tab) table?&lt;/P&gt;</description>
      <pubDate>Sun, 01 Feb 2015 06:14:38 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5490823#M82194</guid>
      <dc:creator>stroxy</dc:creator>
      <dc:date>2015-02-01T06:14:38Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5505079#M82195</link>
      <description>&lt;P&gt;hi rafal and artur&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;i am wondering&lt;/P&gt;&lt;P&gt;is it possible to take value of seismic force at any direction (x or y )that acts on wall and coulmn from reduced forces tab ( results&amp;gt;&amp;gt;&amp;gt; story &amp;gt;&amp;gt;&amp;gt;reduced forces tab&lt;/P&gt;&lt;P&gt;because it is completely different from reaction results table&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;FONT size="5"&gt;197.21+551.88=&lt;FONT color="#008000"&gt;749.09&amp;nbsp;&lt;BR /&gt;&lt;/FONT&gt;&lt;/FONT&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG alt="55555.JPG" src="https://forums.autodesk.com/t5/image/serverpage/image-id/152200iE2B34ABA8C59D84B/image-size/original?v=mpbl-1&amp;amp;px=-1" title="55555.JPG" border="0" /&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG alt="66.JPG" src="https://forums.autodesk.com/t5/image/serverpage/image-id/152202iFF0F12EAAE075AB7/image-size/original?v=mpbl-1&amp;amp;px=-1" title="66.JPG" border="0" /&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 12 Feb 2015 16:17:12 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5505079#M82195</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-12T16:17:12Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5506023#M82196</link>
      <description>any idea</description>
      <pubDate>Fri, 13 Feb 2015 08:38:49 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5506023#M82196</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-13T08:38:49Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5506079#M82197</link>
      <description>&lt;P&gt;Looks like your filter is wrong. &amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The total Fx is the same, I think there are some nodes not being counted properly in the reactions table. &amp;nbsp;&lt;/P&gt;&lt;P&gt;I don't think you can filter for bars, when you are actually after node reactions. &amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Tony&lt;/P&gt;</description>
      <pubDate>Fri, 13 Feb 2015 09:36:00 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5506079#M82197</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-13T09:36:00Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5506211#M82198</link>
      <description>&lt;P&gt;hi&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have selected coulms at base level in order to know the total forces that acts on it&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;yes total Fx the same and = base shear but&amp;nbsp; distributed forces to coulmn are wrong ??? how can i know distribution force to coulmn on reaction table as shown on reduced force tab&lt;/P&gt;</description>
      <pubDate>Fri, 13 Feb 2015 12:44:55 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5506211#M82198</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-13T12:44:55Z</dc:date>
    </item>
    <item>
      <title>Re: Base shear</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5521179#M82199</link>
      <description>Hi Rafal and Artur&lt;BR /&gt;please&lt;BR /&gt;&lt;BR /&gt;coud you confirm me is it possible to use reduced force tab instead of reaction table in order to know distribution forces to coulmn or wall at base level</description>
      <pubDate>Thu, 26 Feb 2015 12:54:21 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/base-shear/m-p/5521179#M82199</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-26T12:54:21Z</dc:date>
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