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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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Can a metallic sheeting replace the bracings to resist the lateral forces - seismic forces and wind forces, to add stability of the structure?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203289/can-a-metallic-sheeting-replace-the-bracings-to-resist-the-lateral-forces---seismic-forces-and-wind-forces-to-add-stability-of-the-structure</link><description>I have a slender structure, 5 m x 2.4 m of height 18 m. I wanted to replace the lateral bracings from level 6 m and above with the metallic sheeting, 6mm or more. I have added the plates of thickness 6mm to simulate the sheeting and by adding intermediate</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Can a metallic sheeting replace the bracings to resist the lateral forces - seismic forces and wind forces, to add stability of the structure?</title><link>https://communities.bentley.com/thread/609552?ContentTypeID=1</link><pubDate>Thu, 17 Sep 2020 08:14:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:941bde47-6ddb-4488-9e06-4aea5687eadf</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;You need to perform the design of the members to see if the members are passing the Eurocode check. If you are trying to design a steel plates, I am afraid that this cannot be done by the software, at least STAAD.Pro. You would need to check the stresses at the steel plates manually.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Can a metallic sheeting replace the bracings to resist the lateral forces - seismic forces and wind forces, to add stability of the structure?</title><link>https://communities.bentley.com/thread/609516?ContentTypeID=1</link><pubDate>Thu, 17 Sep 2020 06:48:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0543144d-61af-425e-8748-5143408df136</guid><dc:creator>rsk</dc:creator><description>&lt;p&gt;I have a silo weighing&amp;nbsp;60 tons at 6m from ground level, till 6 m I have intended to use bracings and above 6m I have only access at 15 m so I wanted to skip bracing with sheeting.&amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Can a metallic sheeting replace the bracings to resist the lateral forces - seismic forces and wind forces, to add stability of the structure?</title><link>https://communities.bentley.com/thread/609511?ContentTypeID=1</link><pubDate>Thu, 17 Sep 2020 06:21:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:60cfb75c-4542-44dc-ac5d-ad6f7abe499d</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Which application are you trying to use?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>