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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>James Frodsham's Activities</title><link>https://communities.bentley.com/members/29c20275_2d00_5d07_2d00_48a5_2d00_86e4_2d00_bddff2d60cba</link><description>James Frodsham's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RAM steel output information</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/113289/ram-steel-output-information</link><pubDate>Wed, 11 Nov 2015 17:08:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:28d3a8ce-235c-4d9f-8e42-336daf870569</guid><dc:creator>James Frodsham</dc:creator><description>&lt;p&gt;Hello,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I am looking to interrogate some of the output information that RAM is giving me.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Firstly, is there any more &amp;quot;in-depth&amp;quot; output than going through Reports-beam designs? Just wondering whether I am missing something obvious.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Also in the BS5950 design if you go to the&amp;nbsp;beam designs output this shows a modular ratio of 10, but when RAM calculates the Ip it doesn&amp;#39;t seem to use this ratio? How does RAM calculate the Live Load and Post composite load deflection? &amp;nbsp;i.e. what Inertia does it calculate?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I am using BS5950 code to interrogate the output as in the Eurocode beam design report it doesn&amp;#39;t specify what modular ratio it is using?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks for your help.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Assigning a natural frequency limits to composite beams (RAM steel)</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/113233/assigning-a-natural-frequency-limits-to-composite-beams-ram-steel</link><pubDate>Tue, 10 Nov 2015 17:28:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d4ec1359-b558-42b2-b671-7bfffbce5830</guid><dc:creator>James Frodsham</dc:creator><description>&lt;p&gt;Hello,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have completed a model of an entire floor plate and in RAM Steel. I wish to change the design frequency for the composite beams to 4 Hz in some areas and 6 Hz in others.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I cannot find any way of achieving this. I have found a way of changing the natural frequency via the &amp;quot;RAM defaults utility-RAM Steel- Effective Length/Frequency BS5950&amp;quot; but this only changes new models and not existing ones. There must be a way of changing the natural frequency requirements within existing models?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Any help is very much appreciated!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>