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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>Copying Master and Slave Connectivity</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/91119/copying-master-and-slave-connectivity</link><description>Hello, 
 I have a large structure which I need to create in STAAD. The structure is a multi-girder bridge with a composite reinforced concrete deck. To model the structure I am using plate (shell) elements for the concrete deck and for the girders I</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Re: Copying Master and Slave Connectivity</title><link>https://communities.bentley.com/thread/261129?ContentTypeID=1</link><pubDate>Tue, 01 Oct 2013 22:01:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2e9a6740-bc32-4920-8a10-de56aa3840dc</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;There is no way to copy master slave specification using the GUI. You may consider using stiff beam elements in lieu of master slave to simulate the rigid connection. These will be normal beam elements connecting the corresponding nodes for which you can specify a material with high E value ( may be 100 x E steel ) and zero density. These can then be copied using translational repeat.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>