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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>Raymund's Activities</title><link>https://communities.bentley.com/members/bf8b9de7_2d00_73d3_2d00_4552_2d00_ae86_2d00_34e11fb16a50</link><description>Raymund's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Number of iteration for Pdelta</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/178196/number-of-iteration-for-pdelta</link><pubDate>Mon, 15 Apr 2019 07:15:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c0a910d0-0305-41fa-8cb2-1ff6884f0323</guid><dc:creator>Raymund</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Good day.&lt;/p&gt;
&lt;p&gt;I just want to know how to get the number of iterations for pdelta analysis. (or a good number to use)&lt;/p&gt;
&lt;p&gt;Every increase in the number of iteration also increase the displacement and stress by a large percent after a certain iteration (say, 14 to 15)&lt;/p&gt;
&lt;p&gt;Thanks.&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>Tue, 09 Oct 2018 00:12:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c6671eff-8872-453f-ab25-03efcd4b6eeb</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Large increase in plate stresses due to Temperature loading</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/169003/large-increase-in-plate-stresses-due-to-temperature-loading</link><pubDate>Tue, 09 Oct 2018 00:12:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:769a9e1e-f973-47c7-865b-4c02e7dd0d2a</guid><dc:creator>Raymund</dc:creator><description>&lt;p&gt;Hi All,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I have been analyzing a slab using plate elements and using the plate summary to design it. But the owner asked to consider temperature loads in the design. I have read posts regarding the temperature loads here in this forum and followed it. But when I finished running the file, this caused sudden increase in the stresses even if there is only small difference in temperature.&lt;/p&gt;
&lt;p&gt;Could someone please check my STAAD file for verification?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;* Slab is inside a concrete silo. Thickness = 2000mm&lt;/p&gt;
&lt;p&gt;* Top temperature is 40 deg. C and bottom temperature is 30 deg. C.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;*Ambient temperature is also 30 deg. C&lt;/p&gt;
&lt;p&gt;* This slab is supported by a corbel around the silo.&lt;/p&gt;
&lt;p&gt;I appreciate your replies on this.&lt;/p&gt;
&lt;p&gt;Thank you.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/RC_2D00_SILO_5F00_MSL_2B00_16.3_5F00_SLAB_5F00_40_2D00_30.std"&gt;communities.bentley.com/.../RC_2D00_SILO_5F00_MSL_2B00_16.3_5F00_SLAB_5F00_40_2D00_30.std&lt;/a&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/slab_5F00_support.pdf"&gt;communities.bentley.com/.../slab_5F00_support.pdf&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>