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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>Ram Concrete - Shear Wall Module - Beta Factor Varying Results</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/197416/ram-concrete---shear-wall-module---beta-factor-varying-results</link><description>Hello All, 
 I am currently in the process of designing concrete shear walls in the RAM concrete module and noticed that I come upon varying results for the same wall design group! It appears that the only variable that is different between runs is the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Ram Concrete - Shear Wall Module - Beta Factor Varying Results</title><link>https://communities.bentley.com/thread/587513?ContentTypeID=1</link><pubDate>Mon, 18 May 2020 20:35:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e6f041c6-073d-4e96-985b-4a2f59e08812</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;There is a new version forthcoming where we addressed a number of issues in Concrete Wall design. I saw one case like this which was resolved simply by deleting and recreating the section cut. If that does not work in your version, send over your file and I can check the latest.&amp;nbsp;&lt;a href="/help/w/be_communities_help/7079.be-communities-secure-file-upload.aspx" rel="noopener noreferrer" target="_blank"&gt;Secure File Upload&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Ram Concrete - Shear Wall Module - Beta Factor Varying Results</title><link>https://communities.bentley.com/thread/587512?ContentTypeID=1</link><pubDate>Mon, 18 May 2020 20:33:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5ea00444-5913-417c-a4a4-a0d8c0354435</guid><dc:creator>Daniel Stanislawski</dc:creator><description>&lt;p&gt;Seth, I understand the difference between the major and minor axis bending.&amp;nbsp; The issue here is that the program is taking the major axis moment (in this example 1803.49 kip-ft) and&amp;nbsp;for the same section cut of the same design wall group, happens to randomly apply this value as a major moment, or if I delete reinforcing and reapply, will apply this same moment as a minor moment.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Ram Concrete - Shear Wall Module - Beta Factor Varying Results</title><link>https://communities.bentley.com/thread/587509?ContentTypeID=1</link><pubDate>Mon, 18 May 2020 20:09:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5618d4a3-ff16-432a-b4a0-b09833072ceb</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Right, 0 or 180 degrees is pure major axis bending, 90 or 270 is pure minor axis (out of plane bending) which have different capacities for rectangular cross section.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Ram Concrete - Shear Wall Module - Beta Factor Varying Results</title><link>https://communities.bentley.com/thread/587503?ContentTypeID=1</link><pubDate>Mon, 18 May 2020 19:39:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:22567ed4-5ca0-4919-bd1a-e4d7033fc425</guid><dc:creator>Daniel Stanislawski</dc:creator><description>&lt;p&gt;As a follow up, it appears as if scenario 1 Mu = Mmajor, whereas in scenario 2, Mu = Mminor.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>