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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>Alex Alvarado's Communities Activities</title><link>https://communities.bentley.com/members/0b6fa07f_2d00_227f_2d00_43e2_2d00_89fa_2d00_6f8d2ec8ff60</link><description>Recent activity for people in Alex Alvarado's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RAM Elements Repetitive Base Plate Assignment</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/118715/ram-elements-repetitive-base-plate-assignment</link><pubDate>Fri, 29 Apr 2016 20:06:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d7fe88e2-e28f-43d9-99ea-6b10ef368ba5</guid><dc:creator>Alex Alvarado</dc:creator><description>&lt;p&gt;I have 1200ft of pipe racks, with the same anchor and base plate design. Can&amp;nbsp;a template be created to apply a single bp design to 122 nodes?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Elements Base Plate and Anchor Design</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/118775/ram-elements-base-plate-and-anchor-design</link><pubDate>Mon, 02 May 2016 17:14:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2565b9e3-33a0-446e-8148-693497421705</guid><dc:creator>Alex Alvarado</dc:creator><description>&lt;p&gt;I have developed a pipe rack model with several basic load cases. I have developed different load combinations for both, ASD and LRFD. Under load conditions, I have assigned &amp;quot;Design-Steel&amp;quot; and &amp;quot;Service&amp;quot; for ASD combinations and &amp;quot;Design&amp;quot; for LRFD combinations. When checking for base plate and anchors, I notice none of the LRFD load combinations are accounted for. Please advise; provide documentation if possible. I also have the following questions:&lt;/p&gt;
&lt;p&gt;1- Do I need all three types (Design-Steel, Service, Design) to design steel with ASD&amp;nbsp;and anchors? &lt;/p&gt;
&lt;p&gt;2 - What is the difference between &amp;quot;Design-Steel and Service&amp;quot;? Do I need both for ASD steel design only?&lt;/p&gt;
&lt;p&gt;3- How is the Design (Hot-rolled&amp;nbsp;ASD or LRFD) and load conditions type (3 mentioned) interact? Do they need to match (Hot-rolled ASD with Design-steel &amp;amp; Service or Hot-rolled LRFD with Design)?&lt;/p&gt;
&lt;p&gt;I have exhausted resources (e.g.: manual, web) trying to understand the differences between them.&lt;/p&gt;
&lt;p&gt;Thanks!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Elements - Assigning Gusset Connection to Chevron Bracing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/109668/ram-elements---assigning-gusset-connection-to-chevron-bracing</link><pubDate>Mon, 10 Aug 2015 17:40:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7c3b14c5-f537-4b15-912c-27a54db2bf2b</guid><dc:creator>Alex Alvarado</dc:creator><description>&lt;p&gt;On a pipe bridge, a gusset CVR connection is to be applied to a Beam-Brace connection. No issues were found&amp;nbsp;with lower gusset to beam connection with lower right and lower braces coming in.&amp;nbsp;&amp;nbsp;Errors were encountered where this same connection was applied to&amp;nbsp;two lower braces (left and right) and an upper right brace: &amp;quot;No valid joints where found within selected members&amp;quot;. Any recommendations?&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Elements - Assigning gusset base plate connection to box truss bridge</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/109516/ram-elements---assigning-gusset-base-plate-connection-to-box-truss-bridge</link><pubDate>Wed, 05 Aug 2015 13:34:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3f386e2b-d7dd-4383-b62a-e198b164c27e</guid><dc:creator>Alex Alvarado</dc:creator><description>&lt;p&gt;The gusset base plate has WT chevron bracing coming from both longitudinal and transverse directions on to a W column (1 to flange and 1 to web). When assigning a gusset bp connection in RAM Elements, the model would not allow for a two-brace, gusset bp connection. Any thoughts?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>