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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>Temperature load force vary</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/239691/temperature-load-force-vary</link><description>When the temperature load apply model seems abnormal. What is the reason 
 
 To attached the summary table with temperature load (Image1), without temperature load (Image2). 
 
 Image 1 
 
 Image 2</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/747142?ContentTypeID=1</link><pubDate>Fri, 23 Dec 2022 07:23:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:015be86b-b5eb-40c4-ad07-5de84a22a88f</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Yes, this looks reasonable.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/747132?ContentTypeID=1</link><pubDate>Fri, 23 Dec 2022 05:14:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cb85f61a-ed3c-4aef-9fd6-4ce1a787bdca</guid><dc:creator>Dhiva  S </dc:creator><description>&lt;p&gt;yes correct, now i changed model with temperature load with two cases as T1 and T2.&lt;/p&gt;
&lt;p&gt;as soon in below image, pl review&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Temperature-Load.PNG" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/747047?ContentTypeID=1</link><pubDate>Thu, 22 Dec 2022 10:28:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:873f5592-1939-430d-8bd0-ebd1208dd45d</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;OK, so in that case you need to provide your calculated f1 values in your model instead of 33 degrees which is currently used.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/747044?ContentTypeID=1</link><pubDate>Thu, 22 Dec 2022 10:05:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1107a77a-1710-45c6-8a38-72f4b418744e</guid><dc:creator>Dhiva  S </dc:creator><description>&lt;p&gt;ok thanks, i have used above links to calculated temperature load.&lt;/p&gt;
&lt;p&gt;&lt;span&gt;temperature at the stress-free condition for me is 28.15 degree C.../&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/747014?ContentTypeID=1</link><pubDate>Thu, 22 Dec 2022 06:26:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c6f7d87f-f1eb-4011-bda7-edd1395d9d6b</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;The calculation of temperature loads is explained here:&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/86174/temperature-loading"&gt;communities.bentley.com/.../temperature-loading&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;or here:&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/37024/temperature-load-on-plate-element"&gt;communities.bentley.com/.../temperature-load-on-plate-element&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;As yous see, to calculate the load due to temperature you must know what&amp;nbsp; the temperature at the stress-free condition is. So what is that temperature at your case?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/747008?ContentTypeID=1</link><pubDate>Thu, 22 Dec 2022 05:43:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:62adbbf6-2a00-48d3-81f2-fd3115a5479e</guid><dc:creator>Dhiva  S </dc:creator><description>&lt;p&gt;Ok thanks for your reply.I have revised temperature load calculation as below image.pl review and give your comments&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/temp.PNG" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/746894?ContentTypeID=1</link><pubDate>Wed, 21 Dec 2022 12:23:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:67cf3111-8df4-43ea-a6f3-f787e18a8a7d</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;I don&amp;#39;t see any issues in the temperature load application. Yes, the temperature load can lead to quite high support reactions due to deformations induced between the fixed supported.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/746704?ContentTypeID=1</link><pubDate>Tue, 20 Dec 2022 07:40:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7ea333bd-838e-4b92-8695-a5c388faeb0b</guid><dc:creator>Dhiva  S </dc:creator><description>&lt;p&gt;Thanks for your reply.&lt;/p&gt;
&lt;p&gt;Does temperature load applied is correct or not?&lt;/p&gt;
&lt;p&gt;If applied load is correct, then why more reaction for temperature load combination.&lt;/p&gt;
&lt;p&gt;without temp load, reaction is around 30kN,&lt;/p&gt;
&lt;p&gt;when temp load is applied, then reaction shot up to 107kN.&lt;/p&gt;
&lt;p&gt;does temperature load alone increase this much reaction to support is my doubt?&lt;/p&gt;
&lt;p&gt;please guide me on this issue.../&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Temperature load force vary</title><link>https://communities.bentley.com/thread/746582?ContentTypeID=1</link><pubDate>Mon, 19 Dec 2022 13:15:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:713eb7d9-f874-4390-af5a-00e7de634487</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Temperature load can lead to high support reactions and that is expected. What support reactions due to temperature load would you expect?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>