<?xml version="1.0" encoding="UTF-8" ?>
<?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>RAM Elements V12.5.2 Release Notes</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RAM Elements V12.5.2 Release Notes</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes</link><pubDate>Fri, 08 Sep 2023 21:22:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:20c91d08-3e89-40f2-a9fd-310c5631661b</guid><dc:creator>Carlos Perez</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes#comments</comments><description>Current Revision posted to RAM | STAAD | ADINA Wiki by Carlos Perez on 9/8/2023 9:22:50 PM&lt;br /&gt;
&lt;p&gt;The following issues were addressed in RAM Elements V8i 12.05.02.28:&lt;/p&gt;
&lt;h4&gt;Beam Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;
&lt;p&gt;&lt;span style="text-decoration:underline;"&gt;&lt;/span&gt;Catastrophic failure when a concrete beam is selected&lt;/p&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Concrete Column&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix graphics issue with the ties defined for column elements&lt;/li&gt;
&lt;li&gt;Fix column orientation&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;RAM Elements&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Crash when files opened from the welcome screen&lt;/li&gt;
&lt;li&gt;Fix validation of design load combinations&lt;/li&gt;
&lt;li&gt;Fix open old models due to concrete code&lt;/li&gt;
&lt;li&gt;Fix BS bar design error&lt;/li&gt;
&lt;li&gt;Error in Segment members in intersections tool&lt;/li&gt;
&lt;li&gt;Exclude model section and model material when save as ZIP model&lt;/li&gt;
&lt;li&gt;Fix reaction arrows drawing&lt;/li&gt;
&lt;li&gt;Unbraced lengths not being imported properly&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Footing Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix footings demand for sloping columns&lt;/li&gt;
&lt;li&gt;Fix minimum reinforcements on footings&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Masonry Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix reinforcement deletion when changing data values&lt;/li&gt;
&lt;li&gt;Fix masonry wall seismic amplification factor for SD&lt;/li&gt;
&lt;li&gt;Fix out of plane deflections check in SD that were being done for design load combinations&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Retaining Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix active pressure coefficient calculation when seismic component is present&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Tilt-up&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Add warning for cases when hoops are needed&lt;/li&gt;
&lt;li&gt;Fix wall levels when bottom panel is present&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;AISC 360-05 member design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix discrepancy in the &amp;ldquo;INTERACTION EQUATION&amp;rdquo; results for RSS&lt;/li&gt;
&lt;li&gt;Fix member design for LTB&lt;/li&gt;
&lt;li&gt;Crash during the design of haunched section with AISC-10&lt;/li&gt;
&lt;li&gt;Error in the calculation of the LTB bending capacity of a single angle&lt;/li&gt;
&lt;/ul&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: RAM Elements, release notes&lt;/div&gt;
</description></item><item><title>RAM Elements V12.5.2 Release Notes</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes/revision/3</link><pubDate>Thu, 01 Mar 2012 18:08:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:20c91d08-3e89-40f2-a9fd-310c5631661b</guid><dc:creator>Jeremy Hoesly</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes#comments</comments><description>Revision 3 posted to RAM | STAAD | ADINA Wiki by Jeremy Hoesly on 3/1/2012 6:08:54 PM&lt;br /&gt;
&lt;p&gt;The following issues were addressed in RAM Elements V8i 12.05.02.28:&lt;/p&gt;
&lt;h4&gt;Beam Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;
&lt;p&gt;&lt;span style="text-decoration:underline;"&gt;&lt;/span&gt;Catastrophic failure when a concrete beam is selected&lt;/p&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Concrete Column&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix graphics issue with the ties defined for column elements&lt;/li&gt;
&lt;li&gt;Fix column orientation&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;RAM Elements&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Crash when files opened from the welcome screen&lt;/li&gt;
&lt;li&gt;Fix validation of design load combinations&lt;/li&gt;
&lt;li&gt;Fix open old models due to concrete code&lt;/li&gt;
&lt;li&gt;Fix BS bar design error&lt;/li&gt;
&lt;li&gt;Error in Segment members in intersections tool&lt;/li&gt;
&lt;li&gt;Exclude model section and model material when save as ZIP model&lt;/li&gt;
&lt;li&gt;Fix reaction arrows drawing&lt;/li&gt;
&lt;li&gt;Unbraced lengths not being imported properly&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Footing Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix footings demand for sloping columns&lt;/li&gt;
&lt;li&gt;Fix minimum reinforcements on footings&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Masonry Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix reinforcement deletion when changing data values&lt;/li&gt;
&lt;li&gt;Fix masonry wall seismic amplification factor for SD&lt;/li&gt;
&lt;li&gt;Fix out of plane deflections check in SD that were being done for design load combinations&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Retaining Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix active pressure coefficient calculation when seismic component is present&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Tilt-up&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Add warning for cases when hoops are needed&lt;/li&gt;
&lt;li&gt;Fix wall levels when bottom panel is present&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;AISC 360-05 member design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix discrepancy in the &amp;ldquo;INTERACTION EQUATION&amp;rdquo; results for RSS&lt;/li&gt;
&lt;li&gt;Fix member design for LTB&lt;/li&gt;
&lt;li&gt;Crash during the design of haunched section with AISC-10&lt;/li&gt;
&lt;li&gt;Error in the calculation of the LTB bending capacity of a single angle&lt;/li&gt;
&lt;/ul&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: RAM Elements, release notes&lt;/div&gt;
</description></item><item><title>RAM Elements V12.5.2 Release Notes</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes/revision/2</link><pubDate>Thu, 01 Mar 2012 18:02:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:20c91d08-3e89-40f2-a9fd-310c5631661b</guid><dc:creator>Jeremy Hoesly</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes#comments</comments><description>Revision 2 posted to RAM | STAAD | ADINA Wiki by Jeremy Hoesly on 3/1/2012 6:02:42 PM&lt;br /&gt;
&lt;p&gt;The following issues were addressed in RAM Elements V8i 12.05.02.28:&lt;/p&gt;
&lt;h4&gt;Beam Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;
&lt;p&gt;&lt;span style="text-decoration:underline;"&gt;&lt;/span&gt;Catastrophic failure when a concrete beam is selected&lt;/p&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Concrete Column&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix graphics issue with the ties defined for column elements&lt;/li&gt;
&lt;li&gt;Fix column orientation&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;RAM Elements&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Crash when files opened from the welcome screen&lt;/li&gt;
&lt;li&gt;Fix validation of design load combinations&lt;/li&gt;
&lt;li&gt;Fix open old models due to concrete code&lt;/li&gt;
&lt;li&gt;Fix BS bar design error&lt;/li&gt;
&lt;li&gt;Error in Segment members in intersections tool&lt;/li&gt;
&lt;li&gt;Exclude model section and model material when save as ZIP model&lt;/li&gt;
&lt;li&gt;Fix reaction arrows drawing&lt;/li&gt;
&lt;li&gt;Unbraced lengths not being imported properly&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Footing Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix footings demand for sloping columns&lt;/li&gt;
&lt;li&gt;Fix minimum reinforcements on footings&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Masonry Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix reinforcement deletion when changing data values&lt;/li&gt;
&lt;li&gt;Fix masonry wall seismic amplification factor for SD&lt;/li&gt;
&lt;li&gt;Fix out of plane deflections check in SD that were being done for design load combinations&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Retaining Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix active pressure coefficient calculation when seismic component is present&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Tilt-up&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Add warning for cases when hoops are needed&lt;/li&gt;
&lt;li&gt;Fix wall levels when bottom panel is present&lt;/li&gt;
&lt;/ul&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: RAM Elements, Release notes&lt;/div&gt;
</description></item><item><title>RAM Elements V12.5.2 Release Notes</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes/revision/1</link><pubDate>Thu, 01 Mar 2012 18:02:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:20c91d08-3e89-40f2-a9fd-310c5631661b</guid><dc:creator>Jeremy Hoesly</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6184/ram-elements-v12-5-2-release-notes#comments</comments><description>Revision 1 posted to RAM | STAAD | ADINA Wiki by Jeremy Hoesly on 3/1/2012 6:02:13 PM&lt;br /&gt;
&lt;p&gt;The following issues were addressed in RAM Elements V8i 12.05.02.28:&lt;/p&gt;
&lt;h4&gt;Beam Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;
&lt;p&gt;&lt;span style="text-decoration:underline;"&gt;&lt;/span&gt;Catastrophic failure when a concrete beam is selected&lt;/p&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Concrete Column&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix graphics issue with the ties defined for column elements&lt;/li&gt;
&lt;li&gt;Fix column orientation&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;&amp;nbsp;RAM Elements&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Crash when files opened from the welcome screen&lt;/li&gt;
&lt;li&gt;Fix validation of design load combinations&lt;/li&gt;
&lt;li&gt;Fix open old models due to concrete code&lt;/li&gt;
&lt;li&gt;Fix BS bar design error&lt;/li&gt;
&lt;li&gt;Error in Segment members in intersections tool&lt;/li&gt;
&lt;li&gt;Exclude model section and model material when save as ZIP model&lt;/li&gt;
&lt;li&gt;Fix reaction arrows drawing&lt;/li&gt;
&lt;li&gt;Unbraced lengths not being imported properly&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Footing Design&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix footings demand for sloping columns&lt;/li&gt;
&lt;li&gt;Fix minimum reinforcements on footings&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Masonry Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix reinforcement deletion when changing data values&lt;/li&gt;
&lt;li&gt;Fix masonry wall seismic amplification factor for SD&lt;/li&gt;
&lt;li&gt;Fix out of plane deflections check in SD that were being done for design load combinations&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Retaining Wall&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Fix active pressure coefficient calculation when seismic component is present&lt;/li&gt;
&lt;/ul&gt;
&lt;h4&gt;Tilt-up&lt;/h4&gt;
&lt;ul&gt;
&lt;li&gt;Add warning for cases when hoops are needed&lt;/li&gt;
&lt;li&gt;Fix wall levels when bottom panel is present&lt;/li&gt;
&lt;/ul&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: RAM Elements, Release notes&lt;/div&gt;
</description></item></channel></rss>