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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>In horizontal bracing, why weld of one side is only calculated?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/158057/in-horizontal-bracing-why-weld-of-one-side-is-only-calculated</link><description>In horizontal bracing connection, why weld capacity between the support angle and the gusset is considered for one side only while there is a double angle and each of them is welded to the gusset plate?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: In horizontal bracing, why weld of one side is only calculated?</title><link>https://communities.bentley.com/thread/501208?ContentTypeID=1</link><pubDate>Tue, 15 Jan 2019 22:18:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:84799876-a853-4baa-a112-98334a53d099</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;I think this was fixed in version 13. Reference Defect 918856:Horizontal brace, welded clip angles, weld capacity for double angles based on single weld only&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: In horizontal bracing, why weld of one side is only calculated?</title><link>https://communities.bentley.com/thread/501205?ContentTypeID=1</link><pubDate>Tue, 15 Jan 2019 22:11:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:196daccc-b7fc-43fd-854d-828363ea4e0c</guid><dc:creator>Garrick Petty</dc:creator><description>&lt;p&gt;I found a similar occurrence for bolted double angle connections.&amp;nbsp;&amp;nbsp;Doing a Google search I found Shady Abdlemessih&amp;#39;s question above, so leads me to believe it is a RAM Connection error.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: In horizontal bracing, why weld of one side is only calculated?</title><link>https://communities.bentley.com/thread/471027?ContentTypeID=1</link><pubDate>Mon, 16 Jul 2018 22:32:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b9b7bd18-de50-4613-88b5-6994d08e4b2d</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;That would appear to be a defect. I tested using a single and a double clip angle and the weld capacity is the same either way. I will log it.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>