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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>Surya Teja Pathela's Activities</title><link>https://communities.bentley.com/members/7b8c9366_2d00_37a2_2d00_4fe0_2d00_b7a3_2d00_809b4ee49173</link><description>Surya Teja Pathela's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Floor Diaphragm with Temperature load</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/227449/floor-diaphragm-with-temperature-load</link><pubDate>Wed, 23 Mar 2022 13:58:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ca0a8286-5822-45e4-96ea-6fc6079a5a65</guid><dc:creator>Surya Teja Pathela</dc:creator><description>&lt;p&gt;&lt;span style="font-size:inherit;"&gt;Hi,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;&lt;/span&gt;&lt;span style="font-size:inherit;"&gt;In my multi level&amp;nbsp;steel Structure I&amp;#39;m experiencing more axial loads when I define Floor diaphragm with temperature loads as there are Precast concrete slab are there on my floors. If I&amp;#39;m ignoring Floor diaphragm action on floors, displacement&amp;nbsp;was not in control. Due to temperature loads its getting high axial forces and additional when I&amp;#39;m defining floor diaphragm the forces are huge.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;Am i doing anything wrong ? or will it be same when i apply both ?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;How to control the axial forces ?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:inherit;"&gt;Can anyone please help me in this.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES, USER-TABLE MAY BE USED TO DESIGN PRISMATIC SECTIONS</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/227348/design-not-performed-with-prismatic-properties-user-table-may-be-used-to-design-prismatic-sections</link><pubDate>Tue, 22 Mar 2022 05:16:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9c691c42-d53d-4f7d-9bf4-ca52c055dc68</guid><dc:creator>Surya Teja Pathela</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as&lt;/p&gt;
&lt;p&gt;&lt;span&gt;*&lt;span style="background-color:#ffffff;color:#ff0000;"&gt;DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES, USER-TABLE MAY BE USED TO DESIGN PRISMATIC SECTIONS&lt;/span&gt;*&lt;/span&gt;. So when I try to export with General section it showing as *Profile points for this shape is will not be exported* (attached)&lt;/p&gt;
&lt;p&gt;Neither Prismatic section is getting design nor we could export to General section.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Help me in this.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1647444225224v2.png" /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1647443926745v1.png" /&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>Wed, 16 Mar 2022 01:11:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:73ef8b1a-b25d-4f02-a32e-bd50570ebb80</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES USER-TABLE MAY BE USED TO DESIGN PRISMATIC SECTIONS</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/227137/design-not-performed-with-prismatic-properties-user-table-may-be-used-to-design-prismatic-sections</link><pubDate>Wed, 16 Mar 2022 16:02:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0dec57de-c54b-4de8-a091-9321e7bb8e2f</guid><dc:creator>Surya Teja Pathela</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;font-family:helvetica;"&gt; *DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES, USER-TABLE MAY BE USED TO DESIGN PRISMATIC SECTIONS*&lt;/span&gt;. So when I try to export with General section it showing as *Profile points for this shape is will not be exported* (attached)&lt;/p&gt;
&lt;p&gt;Neither Prismatic section is getting design nor we could export to General section.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Help me in this.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5922/pastedimage1647443926745v1.png" alt=" " /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5922/pastedimage1647444225224v2.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>