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    <title>topic Re: CONNECTION DESIGN AND APPLY 3 FORCES AND 3 MOMENTS in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9947023#M16843</link>
    <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&amp;nbsp;&lt;/P&gt;
&lt;P&gt;This connection type supports loads in one plane (parallel to bar webs)&lt;/P&gt;</description>
    <pubDate>Thu, 17 Dec 2020 17:56:24 GMT</pubDate>
    <dc:creator>Krzysztof_Wasik</dc:creator>
    <dc:date>2020-12-17T17:56:24Z</dc:date>
    <item>
      <title>CONNECTION DESIGN AND APPLY 3 FORCES AND 3 MOMENTS</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9946728#M16842</link>
      <description>&lt;P&gt;HI&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I AM TRYING TO INSERT THE 3 FORCES AND 3 MOMENTS IN COLUMN - BEAM STEEL CONNECTION AS THE FOLLOWING VALUES :&lt;/P&gt;&lt;P&gt;FX = + 60 KN&lt;/P&gt;&lt;P&gt;FY = 350 KN&lt;/P&gt;&lt;P&gt;FZ = 40 KN&lt;/P&gt;&lt;P&gt;MX = 10 KN.M&lt;/P&gt;&lt;P&gt;MY = 20 KN.M&lt;/P&gt;&lt;P&gt;MZ = 90 KN.M&lt;/P&gt;&lt;P&gt;BUT ONCE I TRY TO INSERT THE FORCES MANUALLY I GET CONFUSED AND THE SOFTWER SHOW ME 4 SIDES NO CELLS TO INSERT THIS VALUES ON ONE NODEL LIKE NORMAL CASE&amp;nbsp;&lt;/P&gt;&lt;P&gt;BUT I FINDE THIS :&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Capture47w8.JPG" style="width: 375px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/857415i11444B536FD9EFFB/image-size/large?v=v2&amp;amp;px=999" role="button" title="Capture47w8.JPG" alt="Capture47w8.JPG" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;I DO NOT KNOW HOW I CAN INSERT THIS VALUES HERE&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 17 Dec 2020 16:03:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9946728#M16842</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2020-12-17T16:03:54Z</dc:date>
    </item>
    <item>
      <title>Re: CONNECTION DESIGN AND APPLY 3 FORCES AND 3 MOMENTS</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9947023#M16843</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&amp;nbsp;&lt;/P&gt;
&lt;P&gt;This connection type supports loads in one plane (parallel to bar webs)&lt;/P&gt;</description>
      <pubDate>Thu, 17 Dec 2020 17:56:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9947023#M16843</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2020-12-17T17:56:24Z</dc:date>
    </item>
    <item>
      <title>Re: CONNECTION DESIGN AND APPLY 3 FORCES AND 3 MOMENTS</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9948694#M16844</link>
      <description>&lt;P&gt;mmmmm but please can i know how to apply this forcess and moments in robot at my connection&lt;/P&gt;&lt;P&gt;FX = + 60 KN&lt;/P&gt;&lt;P&gt;FY = 350 KN&lt;/P&gt;&lt;P&gt;FZ = 40 KN&lt;/P&gt;&lt;P&gt;MX = 10 KN.M&lt;/P&gt;&lt;P&gt;MY = 20 KN.M&lt;/P&gt;&lt;P&gt;MZ = 9&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="hme5.JPG" style="width: 774px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/857781i8CE91D2E2639392E/image-size/large?v=v2&amp;amp;px=999" role="button" title="hme5.JPG" alt="hme5.JPG" /&gt;&lt;/span&gt;0 KN.M&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;my robot file :&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;A href="https://we.tl/t-aRxq7Qte3A" target="_blank"&gt;https://we.tl/t-aRxq7Qte3A&lt;/A&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;thank you for support sir&lt;/P&gt;</description>
      <pubDate>Fri, 18 Dec 2020 11:07:55 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9948694#M16844</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2020-12-18T11:07:55Z</dc:date>
    </item>
    <item>
      <title>Re: CONNECTION DESIGN AND APPLY 3 FORCES AND 3 MOMENTS</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9949289#M16845</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Robot supports loads in one plane for this type of connection (axial, shear, bending moment in web plane). It is not possible to apply bending moments in two planes.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 18 Dec 2020 16:23:39 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9949289#M16845</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2020-12-18T16:23:39Z</dc:date>
    </item>
    <item>
      <title>Re: CONNECTION DESIGN AND APPLY 3 FORCES AND 3 MOMENTS</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9950694#M16846</link>
      <description>&lt;P&gt;thank you so much&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 19 Dec 2020 09:50:15 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/connection-design-and-apply-3-forces-and-3-moments/m-p/9950694#M16846</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2020-12-19T09:50:15Z</dc:date>
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