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  <channel>
    <title>topic Re: ROBOT VS ETABS why have the  DIFFRENCE in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7689006#M37036</link>
    <description>&lt;P&gt;I had mentioned to you if the materials and sections are the same in both of Etabs and Robot&amp;nbsp;&lt;/P&gt;
&lt;P&gt;The results will be very closed&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sun, 14 Jan 2018 16:01:03 GMT</pubDate>
    <dc:creator>mustafahesenow</dc:creator>
    <dc:date>2018-01-14T16:01:03Z</dc:date>
    <item>
      <title>ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7670115#M37023</link>
      <description>&lt;P&gt;I set up two models which are etabs and robot. When set both model suport are pinned. the reaction of support is very small different around about 0.01&lt;/P&gt;&lt;P&gt;But when i set support is fixed , the models reaction have a big difference.&lt;/P&gt;&lt;P&gt;why have the &amp;nbsp;DIFFRENCE ? how can handle it&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;FONT size="6"&gt;please help me&lt;/FONT&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 07 Jan 2018 13:11:29 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7670115#M37023</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-07T13:11:29Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7671387#M37024</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;These changes because the bending stiffness of the columns in both of Etabs and RSA are not equal.&lt;/P&gt;
&lt;P&gt;Please check the material properties of Etabs and RSA . Should be same material exactly and same modifier if applied.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;From your model :&lt;/P&gt;
&lt;P&gt;As you noticed :&lt;/P&gt;
&lt;P&gt;The total moment on the structure :&lt;/P&gt;
&lt;P&gt;3*(10*9+10*6+10*3)=540KN.m&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;When you set the supports pinned : means that no base bending stiffness so the moment will be distributed Geometrically&amp;nbsp; as coupled forces on the columns and the reaction on the columns will be 540/(3*2)= +- 90 KN.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;When you set the support as fixed : The moment will be distributed Geometrically plus moment on the supports coming from the stiffness of the columns :&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;If you can notice that from attached picture of your model :&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Sum of moment value =192.86 Kn.m&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Sum of reactions and forces =540 Kn.m&amp;nbsp;&lt;/P&gt;
&lt;P&gt;This is came from the coupled forced Fz + Sum of moment value&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;57.86*2*3+192.86=540.02 KN.m = Sum of reactions&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="297.PNG" style="width: 604px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/446778i925D8479DE34E234/image-size/large?v=v2&amp;amp;px=999" role="button" title="297.PNG" alt="297.PNG" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Etabs model shows that the coupled Fz reactions are smaller than RSA model means that the bending stiffness of the columns in Etabs are bigger than RSA which that means the E modulus on Etabs is bigger than RSA .&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 08 Jan 2018 09:23:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7671387#M37024</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2018-01-08T09:23:53Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7671403#M37025</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Without having the chance to investigate both models it is hard to tell. You may want to look at the material properties and displacements too. Perhaps you could try to compare a simple frame with the point load applies in its top corner acting in the frame plane first.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 08 Jan 2018 09:32:37 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7671403#M37025</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2018-01-08T09:32:37Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678390#M37026</link>
      <description>&lt;P&gt;how can i upload the etabs model to the page?&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 12:01:52 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678390#M37026</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-10T12:01:52Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678417#M37027</link>
      <description>&lt;P&gt;this is the etabs model and robot model&lt;/P&gt;&lt;P&gt;&lt;A href="https://drive.google.com/drive/folders/1QB5VZHQsXKOf2csQDWWQqAPFFSIozLkN?usp=sharing" target="_blank"&gt;https://drive.google.com/drive/folders/1QB5VZHQsXKOf2csQDWWQqAPFFSIozLkN?usp=sharing&lt;/A&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 12:11:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678417#M37027</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-10T12:11:32Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678423#M37028</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Please be informed that I will not be able to open and investigate your ETABS model. This has to be done by some nice person having this program available for him/her.&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 12:13:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678423#M37028</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2018-01-10T12:13:53Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678849#M37029</link>
      <description>&lt;P&gt;Its much better to attached ETABS file as .e2k txt file&amp;nbsp; , so, any version can open it.&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 14:11:58 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678849#M37029</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2018-01-10T14:11:58Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678930#M37030</link>
      <description>&lt;P&gt;uploaded&amp;nbsp;&lt;A href="https://drive.google.com/drive/folders/1QB5VZHQsXKOf2csQDWWQqAPFFSIozLkN?usp=sharing" target="_blank"&gt;https://drive.google.com/drive/folders/1QB5VZHQsXKOf2csQDWWQqAPFFSIozLkN?usp=sharing&lt;/A&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 14:25:09 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7678930#M37030</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-10T14:25:09Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7679136#M37031</link>
      <description>&lt;P&gt;Pls. see attached the difference is really negligible.&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 15:18:48 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7679136#M37031</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2018-01-10T15:18:48Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7679434#M37032</link>
      <description>&lt;P&gt;Hello,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I cannot open your txt file(try opening it with ETABS 2013 NL) but I modelled it again in ETABS, see my previous response, the difference is less than 2%.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Even, if you modelled it with identical material properties/support condition etc, numerical difference will surely emerge(but most of them are negligible and also refer to mustafa's reply).&lt;/P&gt;</description>
      <pubDate>Wed, 10 Jan 2018 16:47:39 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7679434#M37032</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2018-01-10T16:47:39Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7681931#M37033</link>
      <description>&lt;P&gt;can you &amp;nbsp;share your model to me ?&lt;/P&gt;&lt;P&gt;i also have a concern about the code of the model use&amp;nbsp;&lt;/P&gt;&lt;P&gt;i can not find the same code which in etabs and robot&amp;nbsp;&lt;/P&gt;&lt;P&gt;can you show me your setting about the model&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 11 Jan 2018 12:00:39 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7681931#M37033</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-11T12:00:39Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7685234#M37034</link>
      <description>&lt;P&gt;Regardless of the code, just model it(ETABS) the same way that you model it in Robot. And you will notice that the difference is neglible.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Try modelling first a simple 2D structure and compared its results. This is the only way to investgate and it is up to you, if you want to create a more complex structures and compare the results between the 2 softwares.&amp;nbsp; This is one way of building up your confidence in using "any" softwares.&lt;/P&gt;</description>
      <pubDate>Fri, 12 Jan 2018 11:46:38 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7685234#M37034</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2018-01-12T11:46:38Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7685700#M37035</link>
      <description>&lt;P&gt;i mean the code of practice&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 12 Jan 2018 14:25:01 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7685700#M37035</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-12T14:25:01Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7689006#M37036</link>
      <description>&lt;P&gt;I had mentioned to you if the materials and sections are the same in both of Etabs and Robot&amp;nbsp;&lt;/P&gt;
&lt;P&gt;The results will be very closed&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 14 Jan 2018 16:01:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7689006#M37036</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2018-01-14T16:01:03Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716175#M37037</link>
      <description>&lt;P&gt;i know it but i can not find one same material&amp;nbsp; &lt;img id="smileysad" class="emoticon emoticon-smileysad" src="https://forums.autodesk.com/i/smilies/16x16_smiley-sad.png" alt="Smiley Sad" title="Smiley Sad" /&gt;&lt;/P&gt;&lt;P&gt;can you share your setting&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 14:12:01 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716175#M37037</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-24T14:12:01Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716196#M37038</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;You dont know How to apply same material in both of Robot and Etabs ?&lt;/P&gt;
&lt;P&gt;So for what this comparison?&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 14:02:14 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716196#M37038</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2018-01-24T14:02:14Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716252#M37039</link>
      <description>&lt;P&gt;Good morning sir&amp;nbsp;&lt;/P&gt;&lt;P&gt;i try to use the almost code of practice in etabs and robot&lt;/P&gt;&lt;P&gt;but still have some propriety can not match&lt;/P&gt;&lt;P&gt;shear module can not change&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 14:17:27 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716252#M37039</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-24T14:17:27Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716278#M37040</link>
      <description>&lt;P&gt;1&lt;/P&gt;</description>
      <pubDate>Thu, 26 Oct 2023 07:52:31 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716278#M37040</guid>
      <dc:creator>mustafahesenow</dc:creator>
      <dc:date>2023-10-26T07:52:31Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716431#M37041</link>
      <description>&lt;P&gt;i try make the propriety &amp;nbsp;same&lt;/P&gt;&lt;P&gt;but the result still have difference&lt;/P&gt;&lt;P&gt;the Fx and Fy almost same&lt;/P&gt;&lt;P&gt;but the Fz still have a large different&lt;/P&gt;&lt;P&gt;&amp;nbsp;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 14:58:48 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716431#M37041</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-01-24T14:58:48Z</dc:date>
    </item>
    <item>
      <title>Re: ROBOT VS ETABS why have the  DIFFRENCE</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716510#M37042</link>
      <description>&lt;P&gt;Can you&amp;nbsp; attached again your e2k file?&lt;/P&gt;</description>
      <pubDate>Wed, 24 Jan 2018 15:17:27 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vs-etabs-why-have-the-diffrence/m-p/7716510#M37042</guid>
      <dc:creator>saclovitzky</dc:creator>
      <dc:date>2018-01-24T15:17:27Z</dc:date>
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