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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>Karen McGinty's Communities Activities</title><link>https://communities.bentley.com/members/f8875323_2d00_2a02_2d00_4ed6_2d00_8bfb_2d00_89f53b16bdd6</link><description>Recent activity for people in Karen McGinty's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Seismic Load Generator</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/224858/seismic-load-generator</link><pubDate>Thu, 20 Jan 2022 18:14:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:69419912-d214-4dcc-a0fa-62778971dcf3</guid><dc:creator>Karen McGinty</dc:creator><description>&lt;p&gt;I am using the seismic load generator for the first time.&amp;nbsp;&lt;br /&gt;Can you please verify that I have applied it correctly?&lt;br /&gt;This is a viaduct with a long through-truss span.&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/CRT-ped-LL-straight-PRATT-TRUSS-w-MBTA-ELEV.std"&gt;communities.bentley.com/.../CRT-ped-LL-straight-PRATT-TRUSS-w-MBTA-ELEV.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>wind load on open structure</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/192429/wind-load-on-open-structure</link><pubDate>Thu, 13 Feb 2020 19:04:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5e7ba0a3-4df5-4367-a987-a833e272c068</guid><dc:creator>Karen McGinty</dc:creator><description>&lt;p&gt;I have a design of a bike shelter. I do not know if i am applying the wind load appropriately.&lt;/p&gt;
&lt;p&gt;I have applied the calculated uplift on the roof, and also through the wind generator. My question is that I can only choose X or Z for the direction of the wind load, but since it&amp;#39;s an open structure, the wind is really only on the roof (Y direction).&lt;/p&gt;
&lt;p&gt;I am attaching the model.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/88300.Structure1.std"&gt;communities.bentley.com/.../88300.Structure1.std&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>Thu, 13 Feb 2020 17:45:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:84927da9-8d76-42aa-b417-e9bb47375e71</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>