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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/"><channel><title>Anshul Goyal's Activities</title><link>https://communities.bentley.com/members/5a39ea19_2d00_8171_2d00_4e74_2d00_8984_2d00_def1cf4d4cc7</link><description>Anshul Goyal's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Design shown after design errors</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/112753/design-shown-after-design-errors</link><pubDate>Tue, 27 Oct 2015 17:08:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9a52c877-e006-4839-8a17-8bcec4c3084b</guid><dc:creator>James Grant</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am getting the following errors when I run a Design All in the RAM Steel BEAM/Joist module. In cases where I can&amp;#39;t get true composite action, I still want to specify the minimum amount of shear studs. What does the module show when I view the design? The design as if the error didn&amp;#39;t exist or taking into account the error?&lt;/p&gt;
&lt;p&gt;1. Number of studs required exceeds maximum rows specified&lt;/p&gt;
&lt;p&gt;2. Not enough studs for 25% composite action&lt;/p&gt;
&lt;p&gt;3. Cannot fit enough studs for 25% composite action&lt;/p&gt;
&lt;p&gt;4. Flange width inadequate for stud rows required&lt;/p&gt;
&lt;p&gt;5. Rib spacing is greater than maximum stud spacing&lt;/p&gt;
&lt;p&gt;6. Rib spacing is greater than user-specified maximum stud spacing&lt;/p&gt;
&lt;p&gt;Also, why does the program specify zero studs sometimes (and then return error 2 above) when I haven&amp;#39;t told it to do this? I have to go in and manually change it in these cases which is a hassle.&lt;/p&gt;
&lt;p&gt;Thanks!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>