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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>Learning Engineer's Communities Activities</title><link>https://communities.bentley.com/members/21536fe5_2d00_8e70_2d00_4cbf_2d00_941f_2d00_9384c3a2e770</link><description>Recent activity for people in Learning Engineer's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Pin connection</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/102033/pin-connection</link><pubDate>Wed, 22 Oct 2014 05:24:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:79155b16-6aa0-47f7-97f7-a30c6e08ae26</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am analying this simple model. Here the vertical post is made of plate element. Flanges of web is made of beam and web is made of plate element. I have connected the cantilever to post by pin connection ( element of cantilever is free in rotation. Is it okay ??). A beam is connecting top of the post and cantilever with pin connection. I have released the rotation of the beam MZ ).&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Now, but the element of the post where beam is pinned is showing very high stresses. (It is not practical). Beam element is pinned to only single node of the element.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Please help. How to model is better ??? I don&amp;#39;t know much about master slave connection.&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/Cantilever.png"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5932/Cantilever.png" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Offset of beams</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/101687/offset-of-beams</link><pubDate>Fri, 10 Oct 2014 14:10:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6b8ffc89-7d70-4f00-a268-9a0874472c29</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Hello all,&lt;/p&gt;
&lt;p&gt;I am modelling a quite large structure in Staad Pro. There are several structure which require offsets. It is really a laborious job while doing this with Graphical method.&lt;/p&gt;
&lt;p&gt;Can you tell me how much important this offset is?? will it alter the result significantly??&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Error in anlaysis of staad pro</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/101562/error-in-anlaysis-of-staad-pro</link><pubDate>Tue, 07 Oct 2014 14:01:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:556769cb-fcd9-4289-b761-fcda35067ad1</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;I am facing this error while performing static analysis in staad pro&lt;/p&gt;
&lt;p&gt;*** STAAD.Pro ERROR MESSAGE ***&lt;br /&gt; ** Read/write ERROR in Unit No. 12&lt;br /&gt; S_UNCOMPRESS IREC,N 108 78&lt;br /&gt; subr errord j= 36&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Please help&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Custom Shapes</title><link>https://communities.bentley.com/products/prostructures/f/proconcrete/100853/custom-shapes</link><pubDate>Thu, 11 Sep 2014 15:29:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e7bdf2a0-cab0-4f4a-a4ba-b6c947fd2bd0</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;I have to model a T-section which is not in standard library.&lt;/p&gt;
&lt;p&gt;In create user table it is not giving option for automatic calculation of property.&lt;/p&gt;
&lt;p&gt;Also please help how to model, a customized shape section. (like diamond)&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Large model</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/100661/large-model</link><pubDate>Thu, 04 Sep 2014 06:05:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3f112924-09e3-4aa0-ad29-ac23afb58b6a</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Greetings,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I have a very large and complex machine to be modeled and &amp;nbsp;to be analyzed in STAAD Pro. This machine is very huge made of plates and beams. Now since I am modelling most component as plate. I have few queries:-&lt;/p&gt;
&lt;p&gt;1. Is it necessary to mesh plate members ?? I have made beams as plate members. There are hundred of such members. If I mesh these plates (divide further) there will be a very heavy model.&lt;/p&gt;
&lt;p&gt;2. How to connect beam to plate ??&lt;/p&gt;
&lt;p&gt;3. Is release member is applicable to plates also ??&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks in advance for any help&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Modelling of component</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/100398/modelling-of-component</link><pubDate>Mon, 25 Aug 2014 15:04:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:51ea3ab4-dfb7-4df1-b8ee-54f9cda88edc</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;Please see the image attached. Can I model such structure in STAAD Pro ?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;In this image the green member is a plate of varying dimension. Top and bottom plates are welded to this member. There are L sections which are welded to the green plate vertically and horizontally. Please suggest the method the model this component.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Any help and guidance will be highly appreciated.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Staad pro suitability</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/100272/staad-pro-suitability</link><pubDate>Wed, 20 Aug 2014 14:02:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1670a3ac-56a7-4032-ba27-24035985fd1b</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Is Staad Pro is suitable for analyzing this kind of component.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks in advance for any help !!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Merging</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/100257/merging</link><pubDate>Wed, 20 Aug 2014 07:07:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:be53d826-9bb3-4b66-b323-4288e5045c28</guid><dc:creator>Learning Engineer</dc:creator><description>&lt;p&gt;Hi, I have a very large model. I want to model it in parts. How can I merge these parts in single staad file.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>