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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 show maximum shear &amp;amp; moments in the DECK or in the GIRDERS?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/113460/does-staad-show-maximum-shear-moments-in-the-deck-or-in-the-girders</link><description>We have modeled a two-span continuous bridge (50&amp;#39; spans), 6 girders in the cross section (60&amp;#39; bridge width). We are loading with truck &amp;amp; tandem loadings per AASHTO bridge design specifications. When analyzing for maximum positive &amp;amp; negative shears and</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Does STAAD show maximum shear &amp; moments in the DECK or in the GIRDERS?</title><link>https://communities.bentley.com/thread/347067?ContentTypeID=1</link><pubDate>Tue, 17 Nov 2015 06:10:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a7a424b0-65db-487f-872f-ab35bb238d53</guid><dc:creator>Biswatosh</dc:creator><description>If you want to see the maximum moment or the shear force developed across the member which represents the track of the vehicular loads then you can use the MOVING LOAD feature to generate the moving load case.. to know  the maximum moment or the shear force, you can refer to the FORCE SUMMARY in the post-processing mode.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>