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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>Mike Poulos's Communities Activities</title><link>https://communities.bentley.com/members/f8039e50_2d00_e203_2d00_41cd_2d00_b08b_2d00_7340e586a34c</link><description>Recent activity for people in Mike Poulos's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Tue, 22 Sep 2020 00:18:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dc4becff-f00b-4e11-90ac-a44badeda333</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>RAM Concept - Overturning Instability</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203513/ram-concept---overturning-instability</link><pubDate>Tue, 22 Sep 2020 00:24:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0fb14dc2-48c6-4de0-8116-cfdcf06e8fb2</guid><dc:creator>Mike Poulos</dc:creator><description>&lt;p&gt;Hi:&lt;/p&gt;
&lt;p&gt;I am working on a project where we sized the footings at our BRB frames like small mat foundations in RAM Concept.&amp;nbsp; We sized them to stay within the maximum soil pressures given by the geotechnical engineer.&amp;nbsp; We now want to use RAM Concept to determine the maximum load that footing that was previously design can resist before having an overturning instability.&amp;nbsp; We have increased the loads to something crazy and never get an instability warning.&amp;nbsp; where is this reported?&amp;nbsp; OR how do you determine if one exist in Ram Concept.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ram Concept Vibration Analysis</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/118139/ram-concept-vibration-analysis</link><pubDate>Fri, 15 Apr 2016 01:30:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8fc26b2d-e61e-4810-881c-a3e42bf8a9cb</guid><dc:creator>Mike Poulos</dc:creator><description>&lt;p&gt;I am working on a hospital project with MRIs and Surgery.&amp;nbsp; The vibration requirements we were given for the MRI is a maximum of 500mips.&amp;nbsp;&amp;nbsp; The slab is 13&amp;quot; thick PT slab on a 28&amp;#39;-0&amp;quot; by 32&amp;#39;-0&amp;quot; bay.&amp;nbsp; The bays are consistent across the entire building.&amp;nbsp; I ran it using the modal analysis option, with the default values, to get a feel of where we are at vibration wise.&amp;nbsp; According to the results we were around 20,000mips.&amp;nbsp; Well above the requirements for even&amp;nbsp;a standard office.&amp;nbsp; I am not a vibration expert, but there is no way that a 13&amp;quot; PT slab does not meet office vibration criteria for this bay spacing.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Some of the&amp;nbsp;default values seemed a little bit off to me compared to what I have done with steel buildings.&amp;nbsp; First a&amp;nbsp;foot fall of 2.5 steps per seconds (150 per minute) seems extremely high.&amp;nbsp; This match more closely to the rhythmic events (dancing) from AISC design guide 11.&amp;nbsp; I would have expected something closer to 1 to 1.5 steps per second.&amp;nbsp; Them damping value used, and the suggested values in the User Manual, also seem low.&amp;nbsp; The weight of the person in Ram is 200lbs.&amp;nbsp; Not sure what Ram does to convert this to the foot strike force, but for steel it is in the 65# to 85# range.&lt;/p&gt;
&lt;p&gt;Does anyone have experience using the Vibration analysis in Ram Concept and have a comfort level with the results.&amp;nbsp; This is the first concrete slab I have had to check for vibration.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks&lt;/p&gt;
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