<?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>Selective Selftweight - modeling Masonry and Hollow Core</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243668/selective-selftweight---modeling-masonry-and-hollow-core</link><description>Hello, 
 In STAAD, is there a way to only have selfweight determined for certain plates instead of all in the model? 
 Also, any insight on how, if I can, can I model 8&amp;quot; masonry and 8&amp;quot; hollow core with 2&amp;quot; topping as walls and floors? 
 
 
 Thank you,</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Selective Selftweight - modeling Masonry and Hollow Core</title><link>https://communities.bentley.com/thread/760373?ContentTypeID=1</link><pubDate>Mon, 03 Apr 2023 09:18:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b2fc18a5-55fd-43b3-9c91-bb59ff4456ce</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Selfweight command can be assigned to specific plate numbers, it is not necessary to assign it to all plates or members.&lt;br /&gt;&lt;br /&gt;Can you show us some sketch on what exactly are you trying to model?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>