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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>Diego Bruciafreddo's Communities Activities</title><link>https://communities.bentley.com/members/bb1d34af_2d00_e0de_2d00_4113_2d00_a4e9_2d00_521352cebc27</link><description>Recent activity for people in Diego Bruciafreddo's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Thu, 25 May 2023 02:03:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c6296b04-2779-41d1-aace-d267cbba2982</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Master - Slave Specification X to slave node have different Y coordinates</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245775/master---slave-specification-x-to-slave-node-have-different-y-coordinates</link><pubDate>Thu, 25 May 2023 09:17:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cb684521-b927-4f19-8134-6717c9df7b82</guid><dc:creator>Diego Bruciafreddo</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I&amp;#39;m running a simple structural model to understand the issue I&amp;#39;m facing&amp;nbsp;in a bigger model with Master-slave specification in STAAD.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I defined a master node at elevation Y1 and slave nodes at elevation Y1 and Y2.&amp;nbsp; After running the calculation the X displacements of the node&amp;nbsp; at the elevation Y1 and Y2 are completely different even it is the same at the same elevation . Also,&amp;nbsp; I&amp;#39;m not able to find out a possible relation within the X(Y1) and the X(Y2)&lt;/p&gt;
&lt;p&gt;Could you please help to understand the result?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Following is the input file:&lt;/p&gt;
&lt;p&gt;STAAD SPACE&lt;br /&gt;START JOB INFORMATION&lt;br /&gt;ENGINEER DATE 25-May-23&lt;br /&gt;END JOB INFORMATION&lt;br /&gt;INPUT WIDTH 79&lt;br /&gt;UNIT METER KN&lt;br /&gt;JOINT COORDINATES&lt;br /&gt;1 0 0 0; 2 1 0 0; 3 0 2 0; 4 1 2 0; 5 0 3 0; 6 1 3 0;&lt;br /&gt;MEMBER INCIDENCES&lt;br /&gt;1 1 3; 2 3 4; 3 4 2; 4 5 6; 5 3 5; 6 4 6;&lt;br /&gt;DEFINE MATERIAL START&lt;br /&gt;ISOTROPIC STEEL&lt;br /&gt;E 2.05e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8195&lt;br /&gt;ALPHA 1.2e-05&lt;br /&gt;DAMP 0.03&lt;br /&gt;G 7.88462e+07&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH RY 1.5 RT 1.2&lt;br /&gt;END DEFINE MATERIAL&lt;br /&gt;MEMBER PROPERTY AMERICAN&lt;br /&gt;1 TO 6 TABLE ST W14X873&lt;br /&gt;CONSTANTS&lt;br /&gt;MATERIAL STEEL ALL&lt;br /&gt;SUPPORTS&lt;br /&gt;1 2 FIXED&lt;br /&gt;DEPENDENT FX CONTROL 3 JOINT 4 TO 6&lt;br /&gt;LOAD 1 LOADTYPE None TITLE LOAD CASE 1&lt;br /&gt;JOINT LOAD&lt;br /&gt;3 5 FX 200&lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;FINISH&lt;/p&gt;
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&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>