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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>How to determine the max axial and shear force in multiple Members</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249031/how-to-determine-the-max-axial-and-shear-force-in-multiple-members</link><description>I am creating a list of forces with their max axial and shear forces. See below for example of this table : 
 
 Is there a way for Staad to compute a similar table? Or at the very least use a simplified way of getting these values? 
 Please help. I have</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to determine the max axial and shear force in multiple Members</title><link>https://communities.bentley.com/thread/778186?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 13:59:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:69f4bce4-0f63-4bf0-bd3d-06455f77d77b</guid><dc:creator>Shreyanka Bhattacharjee</dc:creator><description>&lt;p&gt;You may refer to these 3 tutorial video&lt;/p&gt;
&lt;p&gt;&lt;a href="https://www.youtube.com/watch?v=dAPOovb-4GU"&gt;https://www.youtube.com/watch?v=dAPOovb-4GU&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://www.youtube.com/watch?v=MgdkMgvDLT0&amp;amp;t=25s"&gt;https://www.youtube.com/watch?v=MgdkMgvDLT0&amp;amp;t=25s&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://www.youtube.com/watch?v=t7dDnL4rdmY&amp;amp;t=4s"&gt;https://www.youtube.com/watch?v=t7dDnL4rdmY&amp;amp;t=4s&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;In the below links. You will get some readymade macro&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;a href="https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2727/staad-pro-openstaad"&gt;STAAD.Pro OpenSTAAD&lt;/a&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;a href="https://communities.bentley.com/products/ram-staad/m/ram-staad-api-solutions"&gt;RAM | STAAD API Solutions&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to determine the max axial and shear force in multiple Members</title><link>https://communities.bentley.com/thread/778184?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 13:46:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:80c04f3b-01d1-4343-8876-ebcbde454cce</guid><dc:creator>Superstar123</dc:creator><description>&lt;p&gt;I am not familiar on creating macro&amp;#39;s. Is there some sort of tutorial I can follow for this?&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to determine the max axial and shear force in multiple Members</title><link>https://communities.bentley.com/thread/778183?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 13:44:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:076cf27d-d952-47bf-af2a-ca7d0b3b3b87</guid><dc:creator>Shreyanka Bhattacharjee</dc:creator><description>&lt;p&gt;You may&amp;nbsp;create a macro using&amp;nbsp;OpenSTAAD functions for this task so that the same macro can be used for multiple models and it will minimize the chance of error too.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to determine the max axial and shear force in multiple Members</title><link>https://communities.bentley.com/thread/778170?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 12:57:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:05f84b68-93ba-4bcf-bf8e-be3b4951708d</guid><dc:creator>Superstar123</dc:creator><description>&lt;p&gt;Thanks Modestas! Exactly what I was looking for.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to determine the max axial and shear force in multiple Members</title><link>https://communities.bentley.com/thread/778073?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 05:23:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:72f8b6cd-eba5-418e-9ba9-4d36524d76b2</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;1) Go to the Select Load Case icon in the Results menu. In the opened dialog switch to Ranges tab and click on the Property option to select one of the sections.&lt;/p&gt;
&lt;p&gt;2) Now go to the Beam Results page and&amp;nbsp;click on the Summary tab in the Beam End Forces&amp;nbsp;table and the maximum results will be filtered to that selected section only.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>