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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>Bagmass's Communities Activities</title><link>https://communities.bentley.com/members/f95ee100_2d00_f160_2d00_4d23_2d00_9d28_2d00_b7fc01457391</link><description>Recent activity for people in Bagmass's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Bi-moment (torsion) in staad pro as per SP 16.13330.2011</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174549/bi-moment-torsion-in-staad-pro-as-per-sp-16-13330-2011</link><pubDate>Fri, 01 Feb 2019 08:26:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e6f12f06-28e8-4e16-86ea-2b21ca6d2561</guid><dc:creator>Bagmass</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; why staad is not considering the torsional moment B as per SP 16.13330.2011 in Eq F(106).&lt;/p&gt;
&lt;p&gt;it shows &amp;quot;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; Bi-moment&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; :&amp;nbsp;&amp;nbsp; 0.000E+00 &lt;span style="background-color:#ffffff;"&gt;Value&lt;/span&gt; of Bi-moment not being entered!!!&amp;quot; like this in output file and&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&amp;quot;&amp;nbsp; CRITICAL CONDITIONS FOR EACH CLAUSE CHECK&lt;br /&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; F.(106) (N/A+Mx*y/Iz+My*x/Iy+B*w/Iw)/(Ry*GammaC)=&lt;br /&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; ( 476.7E-01/ 1.5E-02+ 959.2E-02* 1.50E-01/ 3.98E-04+ 312.5E-02* 2.00E-01/&lt;br /&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; 1.20E-04+ &lt;span style="background-color:#ff0000;"&gt;0.000E+00&lt;/span&gt;* 2.80E-02/ 4.18E-06)/( 235.0E+03* 1.00E+00)&lt;br /&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; = 5.08E-02=&amp;lt;1&amp;quot;&lt;/p&gt;
&lt;p&gt;And also whats this BMT in design parameters used for ??!! could any one please help me to understand&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1549009538700v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;This is just fixed beam with some torsion and forces to check.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;My Staad pro version is staad pro v8i (select series 6) V 20.07.11.70&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/tap.std"&gt;communities.bentley.com/.../tap.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Fri, 01 Feb 2019 00:33:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:123b49b0-adbe-4e75-99f8-4c0c58b5967b</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>