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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>SFA - worst footing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/225010/sfa---worst-footing</link><description>Dear, 
 
 If I have several isolated foundations with same geometry and properties, but differently loaded, how to quickly see which one has highest demands? 
 
 Is there something like &amp;quot;table with utilization ratios&amp;quot;? 
 
 Regards,</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: SFA - worst footing</title><link>https://communities.bentley.com/thread/693703?ContentTypeID=1</link><pubDate>Thu, 27 Jan 2022 09:28:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8d261eef-3226-4e7a-a0b5-800a7bbfc028</guid><dc:creator>Kris Sathia</dc:creator><description>&lt;p&gt;This is not available currently. Does that information have any value if the footings are of different sizes?&lt;/p&gt;
&lt;p&gt;In steel design, any given steel member gets checked for a number of requirements - LTB, FLB, WLB, Column buckling, interaction of axial and bending, shear, etc., and the highest capacity/demand ratio from these checks becomes the highest utilization ratio on a member by member basis.&lt;/p&gt;
&lt;p&gt;Something similar is already being done for footings. The calculation report, which is on a per footing basis, contains the results for the load case that produces the highest ratio of capacity/demand for each check.&lt;/p&gt;
&lt;p&gt;What we don&amp;#39;t report is the ratio itself, but that could be added.&lt;/p&gt;
&lt;p&gt;Does that answer your question?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>