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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>Analysis non-linear cable by using Preprocessor for Cable Stayed Bridge ?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/117148/analysis-non-linear-cable-by-using-preprocessor-for-cable-stayed-bridge</link><description>Hi All 
 I&amp;#39;m using preprocessor for Cable Stayed Bridge for modeling cable sagging: 
 in step 2 (6.6.5.3 at U.Guide): &amp;quot;Per-forming the analysis with this totally restrained system and the option Cable sagging selected will give the sagging line of all</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>