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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/"><channel><title>Gregor Strekelj's Activities</title><link>https://communities.bentley.com/members/1bf99979_2d00_d419_2d00_4bdd_2d00_afca_2d00_630806cd6a33</link><description>Gregor Strekelj's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RM Bridge: Calculation of perimeter exposed to drying</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/109313/rm-bridge-calculation-of-perimeter-exposed-to-drying</link><pubDate>Wed, 29 Jul 2015 21:56:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e254bffe-a982-4a0f-961e-832e8bb52fcc</guid><dc:creator>David Hubbell</dc:creator><description>&lt;p&gt;How is the perimeter exposed to drying (internal variables U and UIN) calculated in RM Bridge, and is there any way to define which edges of a section part are or are not exposed to drying? I am modelling a voided slab bridge with a grillage. The vertical edges between adjacent cross-section parts are not exposed, but I cannot find a way to correct for this.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>