<?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>Frustrating design failure results in RC Designer</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/104144/frustrating-design-failure-results-in-rc-designer</link><description>When I run start the design process I get the following in a small popup window called &amp;quot;Design messages&amp;quot;: 
 Member 29: Tension reinforcement could not be designed in span 1 Member 29: Insufficient tension reinforcement at 0.000 m Member 29: Insufficient</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Frustrating design failure results in RC Designer</title><link>https://communities.bentley.com/thread/573784?ContentTypeID=1</link><pubDate>Wed, 11 Mar 2020 17:53:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4212a1ba-a334-423b-a047-7f9a06e3e590</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;In STAAD.Pro workflow RC Designer is not supported now. It has been retired shortly. Instead of that you can use STAAD Advanced concrete designer popularly known as RCDC for concrete design.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Frustrating design failure results in RC Designer</title><link>https://communities.bentley.com/thread/573684?ContentTypeID=1</link><pubDate>Wed, 11 Mar 2020 11:56:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:944c50ab-c5be-4d8b-9242-6899cca173b2</guid><dc:creator>Rowell Tarampi</dc:creator><description>&lt;p&gt;same experience here,, any help out there??&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Frustrating design failure results in RC Designer</title><link>https://communities.bentley.com/thread/317424?ContentTypeID=1</link><pubDate>Tue, 17 Mar 2015 09:53:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:600e5d6b-ecab-404e-bb99-f7c7de1f390c</guid><dc:creator>dImeNsiOnFifTh</dc:creator><description>&lt;p&gt;Thank you for your soon response and sorry for my late response. I downloaded your test file and made a run and went through the design steps. But before I ran the RC designer I got a warning and 2 notes in the analysis output file (I don&amp;#39;t know if you got these). I however assumed you ignored the warning and notes and proceeded to the RC designer but still got the anchorage error.&lt;/p&gt;
&lt;p&gt;I zipped the files generated after receiving the anchorage error for your model.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/RC-designer-test.zip"&gt;communities.bentley.com/.../RC-designer-test.zip&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;/p&gt;
&lt;p&gt;Thanks for your concern, looking forward to hearing from you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Frustrating design failure results in RC Designer</title><link>https://communities.bentley.com/thread/312286?ContentTypeID=1</link><pubDate>Tue, 27 Jan 2015 12:42:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:43df40ff-6a34-45d5-9358-b66810c52167</guid><dc:creator>Kris Sathia</dc:creator><description>&lt;p&gt;Since you mentioned that you encounter this error with any model you run, we did a test using the simplest of models - a simply supported beam with a uniform load with all data being in metric units. The RC designer mode produces a design that seems reasonable and consistent with the results obtained by designing the same member in the batch mode of design. And the message you reported did not appear.&lt;/p&gt;
&lt;p&gt;If you can ZIP all the files for that project and upload it, I can look into it. I would also suggest you check the units of the input, such as strength of concrete an steel, clear cover, beam cross section size, etc.&lt;/p&gt;
&lt;p&gt;I am attaching the model that I tried. Can you check if this produces the messages you described?&lt;/p&gt;
&lt;p&gt;I will in the meanwhile try with more robust models and see if I encounter the same problem as you did.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/6735.RC-designer-test.std"&gt;communities.bentley.com/.../6735.RC-designer-test.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>