<?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>Mat Foundation Design - STAAD Foundation Advanced Error</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243493/mat-foundation-design---staad-foundation-advanced-error</link><description>Hello. Good day! 
 I was designing a mat foundation at STAAD Foundation Advanced and it cannot give a &amp;quot;PLOT Failure Diagram&amp;quot;. 
 Further, it will give an error message saying &amp;quot;The bar arrangement provided corresponds to a steel area that is less than the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Mat Foundation Design - STAAD Foundation Advanced Error</title><link>https://communities.bentley.com/thread/759540?ContentTypeID=1</link><pubDate>Wed, 29 Mar 2023 04:49:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:44fbe0ed-bb64-4f9c-aed3-ce1bbbc38d93</guid><dc:creator>Rex Homer C.</dc:creator><description>&lt;p&gt;Sure. Thank you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Mat Foundation Design - STAAD Foundation Advanced Error</title><link>https://communities.bentley.com/thread/759538?ContentTypeID=1</link><pubDate>Wed, 29 Mar 2023 04:47:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:222cc370-ec86-41c3-86dc-76ec48754250</guid><dc:creator>Aswathi A</dc:creator><description>&lt;p&gt;Okay. Let us know if it works after making the plates pass all the design checks.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Mat Foundation Design - STAAD Foundation Advanced Error</title><link>https://communities.bentley.com/thread/759537?ContentTypeID=1</link><pubDate>Wed, 29 Mar 2023 04:45:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6f6dee8e-a1d0-4a4f-948c-78bbb1d2c9fd</guid><dc:creator>Rex Homer C.</dc:creator><description>&lt;p&gt;Hello Aswathi. Thanks. I just found out that some plates failed.&lt;br /&gt;When I plot the capacity diagram and failure diagram even with the highest bar size, the same error comes out.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Mat Foundation Design - STAAD Foundation Advanced Error</title><link>https://communities.bentley.com/thread/759533?ContentTypeID=1</link><pubDate>Wed, 29 Mar 2023 04:25:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:efbc7d79-22e0-4906-aa61-37f05155a301</guid><dc:creator>Aswathi A</dc:creator><description>&lt;p&gt;The issue seems to be the values you have entered to calculate the moment capacity. Make sure that the reinforcement details you have entered in the &amp;quot;Plot capacity diagram&amp;quot; is more than the minimum capacity requirement of the code.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1680064026043v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>