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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>RAM Frame AISC 360 Direct Analysis Method Cannot obtain T from Applied Forces Report</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248449/ram-frame-aisc-360-direct-analysis-method-cannot-obtain-t-from-applied-forces-report</link><description>Looking at ASCE 7 AISC 360 Direct Analysis Method guide, It states to get the period T with unreduced stiffness from Loads and Applied Forces report but mine does not show T. Can you help me obtain this T?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Frame AISC 360 Direct Analysis Method Cannot obtain T from Applied Forces Report</title><link>https://communities.bentley.com/thread/776116?ContentTypeID=1</link><pubDate>Wed, 02 Aug 2023 19:36:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ef8dd556-a66d-4039-9ff8-7d65971dbb5c</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;T (building period) is in the seismic load information when calculated, otherwise it&amp;#39;s the inverse of n (frequency).&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>