<?xml version="1.0" encoding="UTF-8" ?>
<?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>Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/242677/do-we-release-the-moment-in-the-z-direction-of-beams-supported-by-cantilever-beams-say-on-balconies</link><description>Considering the figure, with beam no. 162 the secondary beam and beams no. 160 and 161 the cantilever beams. Do we release Mz for beam no. 162?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756752?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 13:21:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b151fd07-df23-4583-81c5-eb643dee42b2</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Yes, I think.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756748?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 13:02:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:26782288-2699-4ec9-a04d-4351c0bd98f5</guid><dc:creator>Simon</dc:creator><description>&lt;p&gt;I used 0.95 just like the other user (Joseph) said. Is&amp;nbsp;that okay?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756747?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 12:46:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:feeb5459-18d8-4613-96f5-82691b9a9544</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;There is nothing wrong in applying moment releases to beam 162. I think full moment releases should work fine. Partial moment releases might help to eliminate some instability warnings if such occurs. In most of the cases MP 0,99&amp;nbsp;should be good.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756744?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 12:28:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e836842a-3a21-483c-bf92-47f1b51779e9</guid><dc:creator>Joseph Lucas Magare</dc:creator><description>&lt;p&gt;I usually do 0.95,but lets wait for bentley technical team they will give a correct answer&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756743?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 12:26:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:98bffe08-6fff-4260-85d7-e5be1f17dc01</guid><dc:creator>Simon</dc:creator><description>&lt;p&gt;Ok I get it now. What would be a safe value to take? 0.95?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756739?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 12:19:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9690022c-6cfc-4002-ac59-fbad65cf80ef</guid><dc:creator>Joseph Lucas Magare</dc:creator><description>&lt;p&gt;For more information check this link&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/58005/partial-moment-releases#:~:text=That%20limited%20ability%20of%20a,using%20values%20less%20than%200.95"&gt;communities.bentley.com/.../partial-moment-releases&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756738?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 12:16:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9de3452c-0b6f-47da-8027-c30450c5d7f7</guid><dc:creator>Joseph Lucas Magare</dc:creator><description>&lt;p&gt;No it&amp;#39;s not suggested to do full release it may lead to instability,also in reality there is a certain amount of moment which is transmitted by a secondary beam to a primary beam,so its not recommended to do 100% release.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756737?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 12:12:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9a72b036-d5bc-4281-9ade-8225cf686709</guid><dc:creator>Simon</dc:creator><description>&lt;p&gt;I did a full release. Is that okay?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.</title><link>https://communities.bentley.com/thread/756734?ContentTypeID=1</link><pubDate>Thu, 09 Mar 2023 11:59:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cf96419a-3cc9-45ce-826b-9946c733e33d</guid><dc:creator>Joseph Lucas Magare</dc:creator><description>&lt;p&gt;Yes you can do Partial moment release MPZ and MPY (0.95 to 0.97) of beam no 162&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>