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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>Web Tapered Members - Plate wise estimate</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/106622/web-tapered-members---plate-wise-estimate</link><description>Dear Sir/Madam, 
 
 I have designed a Frame using web tapered members in STAAD Pro. 
 
 The frame weight shows the weight of different beams members used. 
 
 For example, the frame is having a member whose dimensions are 
 Web- 250 to 750 mm 
 Web thickness</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Web Tapered Members - Plate wise estimate</title><link>https://communities.bentley.com/thread/322106?ContentTypeID=1</link><pubDate>Mon, 27 Apr 2015 12:55:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:94d2ba4b-4f88-49af-b2b0-c6741b6f6259</guid><dc:creator>Modestas</dc:creator><description>If you created these sections using members, then I am not aware of any method to get weights of web, top and bottom flanges separately in STAAD.Pro.&lt;br /&gt;
&lt;br /&gt;
However, if plate elements were used to create such section, then you would need to create 3 different load cases with selfweight loads only and assign those loads for the plates which are used for web, top flange and bottom flange. The weight of each load case (so each section part) will be reported in the Output file.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>