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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>wind load area on whorehouse side bracing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/192853/wind-load-area-on-whorehouse-side-bracing</link><description>I have an issue about wind load , 
 when i have (bracing) on the side of whorehouse the area of wind load are dragging to corner of screen and when i delete the (Bracing) the wind are being OK as you see in the pictures 
 
 
 it appears that lines are</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: wind load area on whorehouse side bracing</title><link>https://communities.bentley.com/thread/570762?ContentTypeID=1</link><pubDate>Tue, 25 Feb 2020 15:00:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:23c798e2-2719-4c86-b16c-7a38e5cd8fae</guid><dc:creator>Mujahid Oweida</dc:creator><description>&lt;p&gt;thank you Mr. sye&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: wind load area on whorehouse side bracing</title><link>https://communities.bentley.com/thread/570601?ContentTypeID=1</link><pubDate>Mon, 24 Feb 2020 23:19:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:12f9af7b-67e0-4387-bd16-7373a270bf57</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;You would have to assign the wind loading to the member groups using the input editor. More details are available at&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2042/staad-pro-load-generation-faq#FAQ27"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2042/staad-pro-load-generation-faq#FAQ27&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: wind load area on whorehouse side bracing</title><link>https://communities.bentley.com/thread/570569?ContentTypeID=1</link><pubDate>Mon, 24 Feb 2020 21:21:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6a0ed4e8-5415-4345-bd38-9a9e7511caef</guid><dc:creator>Mujahid Oweida</dc:creator><description>&lt;p&gt;I don&amp;#39;t get it,I done the groups with excluded the braces but how can assign wind load to these groups&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: wind load area on whorehouse side bracing</title><link>https://communities.bentley.com/thread/570473?ContentTypeID=1</link><pubDate>Mon, 24 Feb 2020 12:35:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3c123b3e-90ef-4145-aa2e-a2a3d8b13b5e</guid><dc:creator>Mujahid Oweida</dc:creator><description>&lt;p&gt;You mean that I cant excluding the bracing members from the wind load without create a grouping members ?&lt;br /&gt;I don&amp;#39;t use this method but I will try it.&lt;br /&gt;that was helpful, thank you so Much.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: wind load area on whorehouse side bracing</title><link>https://communities.bentley.com/thread/570434?ContentTypeID=1</link><pubDate>Mon, 24 Feb 2020 09:57:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0342b40a-044f-47e2-8f83-f75fba375e32</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Do you want to apply wind load for those bracings? Usually, bracings are excluded from the wind loading. In such case, you would need to create a group of members of each face where wind load needs to be applied excluding the bracing members and applied wind load for those groups.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>