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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>Warning code:4</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/247759/warning-code-4</link><description>I have ran a dynamic model and at the end the Warning code:4 is appearing ( Static loads have been changed in a dynamic analysis). How to solve this? thank you</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Warning code:4</title><link>https://communities.bentley.com/thread/773856?ContentTypeID=1</link><pubDate>Mon, 17 Jul 2023 14:41:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:14630189-1549-4bef-9323-1952b3a3931a</guid><dc:creator>Vasileios Basas</dc:creator><description>&lt;p&gt;Hi Andhika,&lt;/p&gt;
&lt;p&gt;&lt;span data-preserver-spaces="true"&gt;I apologise, but I currently do not possess all the information necessary to answer your question. The available information you have provided seems to be limited.&amp;nbsp;&lt;/span&gt;&lt;span data-preserver-spaces="true"&gt;You may want to check our article on&lt;/span&gt;&lt;span data-preserver-spaces="true"&gt;&amp;nbsp;&lt;a href="https://communities.bentley.com/products/geotech-analysis/w/wiki/45897/how-to-model-moving-loads-to-simulate-train-induced-vibrations"&gt;How to model moving loads to simulate train-induced vibrations&lt;/a&gt;,&amp;nbsp;&lt;/span&gt;&lt;span data-preserver-spaces="true"&gt;or submit a Case with a description of the issue and attach your model, and we will be happy to investigate further:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a id="" class="editor-rtfLink" href="https://bentleysystems.service-now.com/csp" rel="noopener noreferrer" target="_blank"&gt;&lt;span data-preserver-spaces="true"&gt;https://bentleysystems.service-now.com/csp&lt;/span&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Warning code:4</title><link>https://communities.bentley.com/thread/773853?ContentTypeID=1</link><pubDate>Mon, 17 Jul 2023 14:25:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fb4e1334-7b26-4761-abf2-05b33a83f985</guid><dc:creator>Andhika Nurdiantono</dc:creator><description>&lt;p&gt;So I tried to simulate the train movement in the transition zone between the abutment and the embankment, is there (maybe) any problem between my abutment structure and embankment?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Warning code:4</title><link>https://communities.bentley.com/thread/773848?ContentTypeID=1</link><pubDate>Mon, 17 Jul 2023 14:03:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:42820760-a383-4ee7-9d1e-5eceb0f84503</guid><dc:creator>Vasileios Basas</dc:creator><description>&lt;p&gt;Hi Andhika,&lt;/p&gt;
&lt;p&gt;As mentioned in Appendix I (Calculation warning and errors in PLAXIS) of the Reference manual, Error Code 4 indicates that the value for a static load has been changed in a dynamics analysis. Please recheck your load values if this was unintentional.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>