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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>Tyler Weinbrecht's Activities</title><link>https://communities.bentley.com/members/abdbcbb7_2d00_172e_2d00_4912_2d00_8687_2d00_91fbb9467190</link><description>Tyler Weinbrecht's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Odd Diaphragm Action, Response Sprecta</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/207498/odd-diaphragm-action-response-sprecta</link><pubDate>Thu, 17 Dec 2020 15:02:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:979179ee-3c8c-4782-aacf-789653edb91a</guid><dc:creator>Tyler Weinbrecht</dc:creator><description>&lt;p&gt;I&amp;#39;m getting bizarre diaphragm displacement, as seen in the snapshots below in the upper right corner of the plan view. This is only happening on Response Spectra Y- analyses. Y+ looks correct, along with both X-direction analyses. There is no issue with the static push (ELF). I&amp;#39;ve tried using multiple different mesh sizes but am getting the same results. Any thoughts? Thanks.&amp;nbsp;&lt;/p&gt;
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&lt;p&gt;&amp;nbsp;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1608217181181v3.png" /&gt; &amp;nbsp;&amp;nbsp;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1608217099475v1.png" /&gt;&amp;nbsp;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1608217139296v2.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Frame - No compression on column</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203892/ram-frame---no-compression-on-column</link><pubDate>Tue, 29 Sep 2020 18:49:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b441970c-29d4-42ac-bf9f-46cd823911c2</guid><dc:creator>Tyler Weinbrecht</dc:creator><description>&lt;p&gt;I have two shared BRBF columns that are not calculating expected capacity forces of the braces. I&amp;#39;ve tried a number of items to make it work, but I haven&amp;#39;t had any luck. It is saying &amp;quot;no compression on column&amp;quot; and &amp;quot;no tension on column.&amp;quot; The most confusing part is I have similar frames in the other direction that look to be calculating properly. I was having difficulty getting those to calculate as well, but it was at least running a check.&amp;nbsp;&lt;/p&gt;
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&lt;p&gt;Any thoughts? These are multi-tiered frames to support a bridge, with SMF above.&amp;nbsp;&lt;/p&gt;
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&lt;p&gt;&amp;nbsp;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Roy-Building-3-_2D00_-Pedestrian-Bridge-_2D00_-MTBF.rss"&gt;communities.bentley.com/.../Roy-Building-3-_2D00_-Pedestrian-Bridge-_2D00_-MTBF.rss&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Tue, 29 Sep 2020 03:32:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:71829a53-8197-4f14-bccf-35645b827cd0</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>