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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>Large Deflection on -X Direction for Wind Load</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203777/large-deflection-on--x-direction-for-wind-load</link><description>Could someone check for me this problem matter;- 
 a) Large deflection for -x direction on wind load 
 b) Warning - Instability at joint 
 
 Thanks</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Large Deflection on -X Direction for Wind Load</title><link>https://communities.bentley.com/thread/611504?ContentTypeID=1</link><pubDate>Mon, 28 Sep 2020 13:32:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:38d3d75b-1ce7-4f83-8e4e-921c50486181</guid><dc:creator>ATAIDE PEDRO DE JUNIOR</dc:creator><description>&lt;p&gt;BUG HUNTER&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection on -X Direction for Wind Load</title><link>https://communities.bentley.com/thread/611503?ContentTypeID=1</link><pubDate>Mon, 28 Sep 2020 13:32:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:abf08ad2-5f39-45be-903d-1865efd7dc7f</guid><dc:creator>ATAIDE PEDRO DE JUNIOR</dc:creator><description>&lt;p&gt;BUG HUNTER&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection on -X Direction for Wind Load</title><link>https://communities.bentley.com/thread/611502?ContentTypeID=1</link><pubDate>Mon, 28 Sep 2020 13:31:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7abbe1ab-299e-436a-8044-3a68a5e4869b</guid><dc:creator>ATAIDE PEDRO DE JUNIOR</dc:creator><description>&lt;p&gt;BUG HUNTER&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection on -X Direction for Wind Load</title><link>https://communities.bentley.com/thread/611501?ContentTypeID=1</link><pubDate>Mon, 28 Sep 2020 13:31:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d9d1a174-3aaf-49ff-9ddf-7208138aeb5d</guid><dc:creator>ATAIDE PEDRO DE JUNIOR</dc:creator><description>&lt;p&gt;BUG HUNTER&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection on -X Direction for Wind Load</title><link>https://communities.bentley.com/thread/611461?ContentTypeID=1</link><pubDate>Mon, 28 Sep 2020 11:17:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7fcc4185-0e1d-4bef-a86d-9b405b1d8680</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;You should be assigning moment releases (or partial moment releases) to the web members of the truss only, but not to the chords. Also, if you are using tension only members, the loads should be combined with Repeat Load option instead of Load Combination.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>