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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>Modeling a Structure with Wall shear</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247325/modeling-a-structure-with-wall-shear</link><description>Hello, I hope you are very well. 1. Why when I make models with walls (modeled with plates) and I do a spectral modal analysis with the IS1893 2002 standard, the participating mass of the modes does not reach 90% quickly, I have to place about 200 modes</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Modeling a Structure with Wall shear</title><link>https://communities.bentley.com/thread/773826?ContentTypeID=1</link><pubDate>Mon, 17 Jul 2023 11:16:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4f11814b-1290-4abf-9c6d-d3885f357c64</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;Can you please attach the model?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>