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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>STAAD.Pro Material Parameters RY and RT</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/91769/staad-pro-material-parameters-ry-and-rt</link><description>Question: What are the RY and RT parameters is Material Steel definition? 
 Answer: RY is Yield Strength Ratio RT is Tensile Strength Ratio</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Re: STAAD.Pro Material Parameters RY and RT</title><link>https://communities.bentley.com/thread/263593?ContentTypeID=1</link><pubDate>Mon, 21 Oct 2013 12:54:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e69bbaca-267c-47f5-895a-06be12e2072a</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Some more information can be found in this Forum post: &lt;a rel="nofollow" target="_new" href="http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/p/89631/255072.aspx#255072"&gt;communities.bentley.com/.../255072.aspx&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: STAAD.Pro Material Parameters RY and RT</title><link>https://communities.bentley.com/thread/263527?ContentTypeID=1</link><pubDate>Sat, 19 Oct 2013 04:09:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b11c60fd-1595-42bd-9f4b-8bd2f5d4f167</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Those properties are used in the the integrated Connection Design when performing seismic provisions, in particular.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>