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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>Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145008/best-way-to-model-a-shear-wall-in-a-3d-analysis-including-opening</link><description>Hi colleague, 
 I&amp;#39;m trying to perform a 3D analysis and design to a concrete structure, lateral resistance on shear wall, how is the best way to introduce the shear wall, as shell or as member, the big problem with the member I don&amp;#39;t find the proper command</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/thread/440522?ContentTypeID=1</link><pubDate>Fri, 29 Dec 2017 19:03:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cd5c1222-9f54-4b11-a577-08d75828b4ab</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;I&amp;#39;m not familiar with that message.&amp;nbsp; Start with one rectangular shell selected, or multiple shells that align vertically to make a wall, then try to assign a concrete wall design to it from Modules - Walls - Assign.&amp;nbsp; I usually select the wall shell and the opening when doing this, though selecting the opening is not strictly required (in my version).&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/assign_5F00_walls.png"&gt;&lt;img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/assign_5F00_walls.png" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;If that does not work we will need to&amp;nbsp;get your file and confirm your version.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/thread/440521?ContentTypeID=1</link><pubDate>Fri, 29 Dec 2017 18:53:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c5f8c404-b709-43f7-8322-45a5885d879c</guid><dc:creator>Edgar Espejo</dc:creator><description>&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/1440.Untitled.jpg"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/1440.Untitled.jpg" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I know how to place opening on shell, but went I try to make design of the shear wall and get reinfocerment&amp;nbsp; this is the msn I get&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/thread/440520?ContentTypeID=1</link><pubDate>Fri, 29 Dec 2017 18:47:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5b81e64f-6b12-470d-903e-6fd36356f768</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Good, the command to add an opening in the shell is to the right. Click F1 while there for help.&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/openings.png"&gt;&lt;img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/openings.png" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/thread/440519?ContentTypeID=1</link><pubDate>Fri, 29 Dec 2017 18:41:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a83f118b-ebff-4677-b4e6-2d00843a60a8</guid><dc:creator>Edgar Espejo</dc:creator><description>&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/3581.Untitled.jpg"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/3581.Untitled.jpg" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/3581.Untitled.jpg"&gt;&amp;nbsp;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I&amp;#39; m using RAM Element CE, I already have the model with shell for wall.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/thread/440518?ContentTypeID=1</link><pubDate>Fri, 29 Dec 2017 18:36:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9f60b73a-e82d-468a-abc4-57af5b1f94d4</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;What software are you using? For most concrete shear walls with openings using any finite element program, I would recommend a plate/shell element with an opening.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>