<?xml version="1.0" encoding="UTF-8" ?>
<?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>Composite Deck</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/96698/composite-deck</link><description>Hello, 
 I&amp;#39;m using STAAD.Pro SS4. 
 After creating a composite deck and running the analysis, I&amp;#39;m seeing only the forces and moments on the profiles. , how can I see the deflection in the concrete deck and shear forces between concrete and profiles? </description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Composite Deck</title><link>https://communities.bentley.com/thread/407440?ContentTypeID=1</link><pubDate>Tue, 28 Mar 2017 02:18:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8ba81f49-6682-4cb9-a7e7-7d3950f383db</guid><dc:creator>DHINESHKUMAR RAJAVEL</dc:creator><description>thank you&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Composite Deck</title><link>https://communities.bentley.com/thread/407434?ContentTypeID=1</link><pubDate>Tue, 28 Mar 2017 01:38:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7b836722-7227-4c69-8ae9-86669dc37589</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Composite Deck can only consist of Steel beams and a concrete slab. The beam cannot be concrete.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Composite Deck</title><link>https://communities.bentley.com/thread/407432?ContentTypeID=1</link><pubDate>Tue, 28 Mar 2017 01:25:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8a8f4f25-422d-49b4-8249-0dc4abe95cd5</guid><dc:creator>DHINESHKUMAR RAJAVEL</dc:creator><description>Hi,&lt;br /&gt;
Is it possible  to define composite deck as concrete beam (I shape) and concrete slab.../&lt;br /&gt;
&lt;br /&gt;
or &lt;br /&gt;
only steel beam (I section) and concrete slab as composite deck.../&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Composite Deck</title><link>https://communities.bentley.com/thread/282876?ContentTypeID=1</link><pubDate>Tue, 29 Apr 2014 00:33:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3ab35be4-d5a3-46d1-a084-c42d8d81c782</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;The composite deck modeling, automatically assigns an effective deck width to the beams. The &amp;nbsp;stiffness considered for the beam for analysis is the stiffness due to the composite section comprising of the steel beam and the deck. The deck however is not modeled as a plate mesh and so it is not possible to check the deflections at locations within the deck. The beam deflections would however be calculated considering the composite section. If it is important for you to get the deflection at deck, you may consider modeling the deck using a mesh of plates. There is also no direct reporting of shears between the deck and the steel section. &lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>