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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>End Moments for Joist Girder Moment Frames</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/241040/end-moments-for-joist-girder-moment-frames</link><description>We are designing a large warehouse type building with joist girder moment frames in both directions (however no columns are acting biaxially in frames). 
 This is a large footprint building and thus lots of frames. 
 We need to extract end moments (dead</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: End Moments for Joist Girder Moment Frames</title><link>https://communities.bentley.com/thread/751517?ContentTypeID=1</link><pubDate>Wed, 01 Feb 2023 17:10:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:626d70c0-8a9e-4915-8c8f-e42628dafbbf</guid><dc:creator>Karl G</dc:creator><description>&lt;p&gt;If there are internal nodes along the beam, for example those generated from a meshed diaphragm or two-way deck or intersecting vertical brace, then those nodes will be included in the table. I do not see a way to generate the report with only the end forces, unfortunately.&lt;/p&gt;
&lt;p&gt;V = shear, maj = major axis, 1 = end 1 of beam segment, 2 = end 2 of beam segment&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: End Moments for Joist Girder Moment Frames</title><link>https://communities.bentley.com/thread/751387?ContentTypeID=1</link><pubDate>Tue, 31 Jan 2023 22:15:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:490c0d8a-c733-4fcc-81f5-76653fe7b27f</guid><dc:creator>Ethan Fogle</dc:creator><description>&lt;p&gt;wow - this is really exciting. i&amp;#39;m still exploring, but noticing that the member forces table still gives me forces at all nodes along the member. is there a way to report only end forces? or is this just something i&amp;#39;d have to do in excel?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;also can you explain the difference between V_maj1 and V_maj2?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: End Moments for Joist Girder Moment Frames</title><link>https://communities.bentley.com/thread/751328?ContentTypeID=1</link><pubDate>Tue, 31 Jan 2023 15:16:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:718efcc6-2f11-4af9-a865-a7d62d35dc20</guid><dc:creator>Karl G</dc:creator><description>&lt;p&gt;For RAM Structural System, the Data Extractor feature in RAM Manager (Post-Processing - Extract Data) can extract the end forces to Excel similar to what Abhisek describes for STAAD.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;To use this feature, make sure the box marked in the image below is checked before analyzing the load cases in RAM Frame.&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/2023_2D00_01_2D00_31_5F00_9_2D00_52_2D00_18.jpg" /&gt;&lt;/p&gt;
&lt;p&gt;The data checked in the image below represent the member end forces/moments.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:399px;max-width:444px;" alt=" " height="399" src="/resized-image/__size/888x798/__key/communityserver-discussions-components-files/5932/2023_2D00_01_2D00_31_5F00_9_2D00_56_2D00_45.jpg" width="444" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: End Moments for Joist Girder Moment Frames</title><link>https://communities.bentley.com/thread/751253?ContentTypeID=1</link><pubDate>Tue, 31 Jan 2023 05:38:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:66501f0e-5cbd-466a-9c1c-ae6c1c26200c</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;Hello Ethan,&lt;/p&gt;
&lt;p&gt;I think the best way to extract the end moments is to use beam end forces option available under report setup.&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1675143289458v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;You can also use load cases of your choice under loading tab and generate the report. Refer help file to know more option related to this.&lt;/p&gt;
&lt;p&gt;file:///C:/Program%20Files/Bentley/Engineering/STAAD.Pro%20CONNECT%20Edition/Help/std_dlg_Report_Setup.html&lt;/p&gt;
&lt;p&gt;You can then export it in Ms word file and from there you can copy the data to excel and work further.&lt;/p&gt;
&lt;p&gt;file:///C:/Program%20Files/Bentley/Engineering/STAAD.Pro%20CONNECT%20Edition/Help/GUID-B044A0C3-C957-44DA-87E2-66622FDFC894.html&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>