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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>Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145432/does-staad-design-for-concrete-special-moment-frame-as-per-aci-318m-11</link><description>Hi, 
 1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ?? 
 3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??</title><link>https://communities.bentley.com/thread/649723?ContentTypeID=1</link><pubDate>Fri, 14 May 2021 04:11:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1477a28f-4b72-4d9d-83c7-b4cd71a44bd1</guid><dc:creator>Jan Lawrence Alberto</dc:creator><description>&lt;p&gt;hi sir, i would like to concern my staad file, beams cannot be designed as special frame in ductile design, they all fail. i wonder why it cannot be designed as special in ductile design. i have posted my staad file in RAM STAAD FORUM sir, you can search it &amp;quot;Members fail in ductile design&amp;quot; .. this is the name of my post.. i will appreciate it if you will take time to check my file&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??</title><link>https://communities.bentley.com/thread/442503?ContentTypeID=1</link><pubDate>Fri, 12 Jan 2018 18:22:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:37a4e1ad-25e0-4c84-8556-fe99c1855076</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;You can actually use STAAD Advanced Concrete Design ( requires a separate license than STAAD.Pro&amp;nbsp;) which has the chapter 21 implemented.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??</title><link>https://communities.bentley.com/thread/442365?ContentTypeID=1</link><pubDate>Fri, 12 Jan 2018 03:34:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a7d7deec-8fc7-41a6-88f3-89aa7a562f9b</guid><dc:creator>Sanjay Kumar</dc:creator><description>&lt;p&gt;Thank You.&lt;/p&gt;
&lt;p&gt;Will it be a part of CONCRETE DESIGN MODULE in the future ?&lt;/p&gt;
&lt;p&gt;What is the way forward in this regard !!&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??</title><link>https://communities.bentley.com/thread/442289?ContentTypeID=1</link><pubDate>Thu, 11 Jan 2018 18:38:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:43bbcf34-22bf-461e-858c-21c7ae1e6b6f</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Ductility detailing requirements of ACI 318-11 is not implemented in STAAD.Pro.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>