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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>Support reaction other than global direction?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/140157/support-reaction-other-than-global-direction</link><description>Dear Staad expert, 
 
 I am modeling a continuous 3 spans curved bridge and wanted to know if the support reaction value from the post processing able to report according the local coordinate of the adjacent beam (or any direction we specify)? I mean</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Support reaction other than global direction?</title><link>https://communities.bentley.com/thread/434458?ContentTypeID=1</link><pubDate>Tue, 14 Nov 2017 05:36:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:217a62f5-6064-4a68-ba3e-52f3853fa18d</guid><dc:creator>Demy</dc:creator><description>&lt;p&gt;Hi Sye,&lt;/p&gt;
&lt;p&gt;Good solution! Though, it can&amp;nbsp;be a good input for further Staad Pro update to accommodate such graphical feature for this inclined support feasibility.&lt;/p&gt;
&lt;p&gt;Thank you for your kind advice.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Support reaction other than global direction?</title><link>https://communities.bentley.com/thread/424771?ContentTypeID=1</link><pubDate>Mon, 28 Aug 2017 04:59:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c6b2ab81-543a-42ba-8641-c5403d95bf05</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Hi Demy,&lt;/p&gt;
&lt;p&gt;Assume that you have defined an imaginary beam member starting from the node in question to the reference point. As you know, this defines the local X of the inclined support system. The way the local Y and Z would be oriented for that imaginary beam, is the same way the local Y and Z would be defined for the inclined support system. If there is any confusion, you may actually define the member and plot the local axis for the member to visually check the orientation of the local axes. Once you figure that out, you may delete the member.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Support reaction other than global direction?</title><link>https://communities.bentley.com/thread/424764?ContentTypeID=1</link><pubDate>Mon, 28 Aug 2017 04:30:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:58ef35c9-ade0-43c4-ba50-0bbfb061dcd1</guid><dc:creator>Demy</dc:creator><description>&lt;p&gt;Dear Sye,&lt;/p&gt;
&lt;p&gt;Thank you for your great advice, I have tried in a simple model and it works.&lt;/p&gt;
&lt;p&gt;Anyway, I found it&amp;#39;s a bit tricky to read the result in the&amp;nbsp;Y-axis and Z-axis since the parameter only define reference for 1 axis only which is X-axis. Do you have any hint of how the orientation result reading can be more easier?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Support reaction other than global direction?</title><link>https://communities.bentley.com/thread/424626?ContentTypeID=1</link><pubDate>Fri, 25 Aug 2017 09:09:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e6af716b-3c53-4131-9fc8-c0c33acdf1ba</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;In STAAD.Pro you can specify inclined supports, the orientation of which can be specified by the user. Details are available&amp;nbsp;in section 5.27.2 of the technical reference manual titled Inclined Support Specification. An example on inclined support ( Example 19 ) is also provided within Help &amp;gt; Contents &amp;gt; Application Examples &amp;gt; American Examples &amp;gt; 19 Inclined Supports&lt;/p&gt;
&lt;p&gt;Support reactions along the inclined directions can be printed as part of the analysis output file by using the SET command as shown next&lt;br /&gt;...&lt;br /&gt;SET INCLINED REACTION&lt;br /&gt;PRINT SUPPORT REACTION&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>