<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" version="2.0">
  <channel>
    <title>topic Re: Model a beam hanged to frame rafter in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747976#M12636</link>
    <description>&lt;P&gt;Thank you &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/902450"&gt;@Simau&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I did but then the beams transfer load only to columns 4,6 and not 5 and act as simply supported beam not continuous as no support at column 5. How to tell robot that column 5 is also supporting the beams??&lt;/P&gt;</description>
    <pubDate>Wed, 10 Nov 2021 13:33:41 GMT</pubDate>
    <dc:creator>ahmadmahrous_1</dc:creator>
    <dc:date>2021-11-10T13:33:41Z</dc:date>
    <item>
      <title>Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747115#M12630</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;I want to model a beam that is supported by columns hanged from frame rafter as shown in attatched pic:&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="ahmadmahrous_1_0-1636527508448.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/987908i78EAD762E53C5516/image-size/medium?v=v2&amp;amp;px=400" role="button" title="ahmadmahrous_1_0-1636527508448.png" alt="ahmadmahrous_1_0-1636527508448.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;beams 7,8 are supported by&amp;nbsp; columns 4,5,6 which are hanged from rafter.&lt;/P&gt;&lt;P&gt;Thank You,&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 06:58:31 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747115#M12630</guid>
      <dc:creator>ahmadmahrous_1</dc:creator>
      <dc:date>2021-11-10T06:58:31Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747424#M12631</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1941915"&gt;@ahmadmahrous_1&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;According to your screenshot you already modeled your structure.&lt;/P&gt;
&lt;P&gt;So what is your probleme?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 09:30:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747424#M12631</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-11-10T09:30:10Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747457#M12632</link>
      <description>&lt;P&gt;What I am asking about how to model the load transfer scenario from beams 7,8 to 4,5,6 to the rafter&lt;/P&gt;&lt;P&gt;so the&amp;nbsp; beams 7,8 are continuous beam supported on 3 points and columns 4,5,6 takes reactions of beams as axial force then transfer it to the rafter as concentrated loads.&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 09:44:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747457#M12632</guid>
      <dc:creator>ahmadmahrous_1</dc:creator>
      <dc:date>2021-11-10T09:44:57Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747833#M12633</link>
      <description>&lt;P&gt;Scenarion 1&lt;/P&gt;
&lt;P&gt;All your structure (1to8) is poured and supported till concrete setting&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Scenarion 2&lt;/P&gt;
&lt;P&gt;1 2 3 are poured and after concrete setting you add 4 5 6 7 8.&lt;BR /&gt;You may use Phases&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="phases.png" style="width: 330px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/988074iEB52B98D46E80020/image-dimensions/330x369?v=v2" width="330" height="369" role="button" title="phases.png" alt="phases.png" /&gt;&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 12:42:29 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747833#M12633</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-11-10T12:42:29Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747858#M12634</link>
      <description>&lt;P&gt;Could you please explain?&lt;/P&gt;&lt;P&gt;This is a steel structure all members are steel&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 12:54:08 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747858#M12634</guid>
      <dc:creator>ahmadmahrous_1</dc:creator>
      <dc:date>2021-11-10T12:54:08Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747904#M12635</link>
      <description>&lt;P&gt;&lt;SPAN class="VIiyi"&gt;&lt;SPAN class="JLqJ4b ChMk0b" data-language-for-alternatives="en" data-language-to-translate-into="fr" data-phrase-index="0" data-number-of-phrases="7"&gt;&lt;SPAN&gt;After reflection, for your structure, it is not necessary to use the phases.&lt;/SPAN&gt;&lt;/SPAN&gt; &lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN class="VIiyi"&gt;&lt;SPAN class="JLqJ4b ChMk0b" data-language-for-alternatives="en" data-language-to-translate-into="fr" data-phrase-index="2" data-number-of-phrases="7"&gt;&lt;SPAN&gt;So concrete or steel structure, just run your model with all kind of loads you need&lt;BR /&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 13:13:59 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747904#M12635</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-11-10T13:13:59Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747976#M12636</link>
      <description>&lt;P&gt;Thank you &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/902450"&gt;@Simau&lt;/a&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I did but then the beams transfer load only to columns 4,6 and not 5 and act as simply supported beam not continuous as no support at column 5. How to tell robot that column 5 is also supporting the beams??&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 13:33:41 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10747976#M12636</guid>
      <dc:creator>ahmadmahrous_1</dc:creator>
      <dc:date>2021-11-10T13:33:41Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10748099#M12637</link>
      <description>&lt;P&gt;It depends of stiffness off different members&lt;/P&gt;
&lt;P&gt;Please attach your model for analyse&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 14:17:11 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10748099#M12637</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-11-10T14:17:11Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10748114#M12638</link>
      <description>&lt;P&gt;&lt;SPAN class="VIiyi"&gt;&lt;SPAN class="JLqJ4b ChMk0b" data-language-for-alternatives="en" data-language-to-translate-into="fr" data-phrase-index="0" data-number-of-phrases="1"&gt;&lt;SPAN&gt;if the stiffness of 4 6 is much greater than that of 5, 4 will not transmit any load&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 14:20:04 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10748114#M12638</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-11-10T14:20:04Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10748559#M12639</link>
      <description>&lt;P&gt;All Members are of&amp;nbsp; the same section&lt;/P&gt;&lt;P&gt;Her is the Model I want results of beam 7,8 to be the same as 9,10 as they have the same load, section and length.&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 16:45:03 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10748559#M12639</guid>
      <dc:creator>ahmadmahrous_1</dc:creator>
      <dc:date>2021-11-10T16:45:03Z</dc:date>
    </item>
    <item>
      <title>Re: Model a beam hanged to frame rafter</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10749004#M12640</link>
      <description>&lt;P&gt;Something like this&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Shear.png" style="width: 474px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/988297iD72F942BD68944A2/image-dimensions/474x300?v=v2" width="474" height="300" role="button" title="Shear.png" alt="Shear.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="release.png" style="width: 568px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/988298iCD17AC17EE8D4BA4/image-dimensions/568x372?v=v2" width="568" height="372" role="button" title="release.png" alt="release.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;model attached&lt;/P&gt;</description>
      <pubDate>Wed, 10 Nov 2021 20:04:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/model-a-beam-hanged-to-frame-rafter/m-p/10749004#M12640</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2021-11-10T20:04:57Z</dc:date>
    </item>
  </channel>
</rss>

