<?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>RE: Tunnel plate elements SQY for global shear</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/211599/re-tunnel-plate-elements-sqy-for-global-shear</link><description>Hello, 
 I had a question regarding this simple circular tunnel model shown below. 
 
 I have the following modeled to check the shear SQY. I know I&amp;#39;m missing something simple here so I hope I can get some help. 
 L=100 ft (total longitudinal length)</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RE: Tunnel plate elements SQY for global shear</title><link>https://communities.bentley.com/thread/640996?ContentTypeID=1</link><pubDate>Wed, 24 Mar 2021 16:18:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d97e4086-7203-49c7-a8b0-e7132b845afa</guid><dc:creator>Edi</dc:creator><description>&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Test-PL-shear.std"&gt;communities.bentley.com/.../Test-PL-shear.std&lt;/a&gt;&lt;br /&gt;Model for Ref&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>