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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>composite beam</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186681/composite-beam</link><description>Dear sir, 
 I want to design a composite beam in staad pro and consider the weight of concrete slab manually ? is there any option to stop the staad to consider the weight automatically as per CW and concrete slab thickness? Kindly give some suggestions</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/549443?ContentTypeID=1</link><pubDate>Thu, 17 Oct 2019 23:06:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ef8f5c5a-6f87-465c-ab1c-68c9d2b43db0</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;The design output for composite beam as per LRFD 3rd edition code would look like what has been shown below. The software reports the moment capacity considering the composite section.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1571353496576v1.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/549189?ContentTypeID=1</link><pubDate>Wed, 16 Oct 2019 18:29:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f4163f8d-7790-49cf-917d-6cb9c93ebb44</guid><dc:creator>waqar fazi</dc:creator><description>&lt;p&gt;A gentle reminder for the below query.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Dear sir,&lt;/p&gt;
&lt;p&gt;I tried with track 2 parameters but a report showing nothing for the composite beam. Kindly advise.&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/calc5-cb-7.7.std"&gt;communities.bentley.com/.../calc5-cb-7.7.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/548497?ContentTypeID=1</link><pubDate>Sun, 13 Oct 2019 07:30:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3e01d1bc-0627-4181-baf1-830070b35838</guid><dc:creator>waqar fazi</dc:creator><description>&lt;p&gt;Dear sir,&lt;/p&gt;
&lt;p&gt;I tried with track 2 parameters but a report showing nothing for the composite beam. Kindly advise.&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/6886.calc5-cb-5.std"&gt;communities.bentley.com/.../6886.calc5-cb-5.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/548496?ContentTypeID=1</link><pubDate>Sun, 13 Oct 2019 07:30:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:96544a53-49bd-4b37-bdc0-0b3cd1ee4125</guid><dc:creator>waqar fazi</dc:creator><description>&lt;p&gt;Dear sir,&lt;/p&gt;
&lt;p&gt;I tried with track 2 parameters but a report showing nothing for the composite beam. Kindly advise.&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/6403.calc5-cb-5.std"&gt;communities.bentley.com/.../6403.calc5-cb-5.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/547857?ContentTypeID=1</link><pubDate>Thu, 10 Oct 2019 00:53:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:aef6df77-7d4f-4e03-93ad-e080c9c4c334</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;The Design tab is not available for composite beam members because the output for the composite beam design is different compared to the output for non composite sections. You may use the TRACK 2 parameter to get a little more detailed output&amp;nbsp;for the composite beam design.&lt;/p&gt;
&lt;p&gt;Yes you need to use the RBH and THK. The RBH is correctly specified as 60mm but your THK should be 100mm.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/547837?ContentTypeID=1</link><pubDate>Wed, 09 Oct 2019 19:27:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:babc9e9a-996e-40f7-b32d-4bb3c4950b95</guid><dc:creator>waqar fazi</dc:creator><description>&lt;p&gt;Thank you, sir!&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Dear sir,&lt;/p&gt;
&lt;p&gt;I am waiting for the reply of the following query for one week. Kindly reply.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am designing the composite beam.&lt;/p&gt;
&lt;p&gt;1.but in results staad showing utilization ratio but not showing the steel design tab.although in the utilization table clause is not mentioned. How I can see how stad give this utilization&amp;nbsp; ratio.(screenshot is attached)&lt;img alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1570648984053v1.png" /&gt;&lt;/p&gt;
&lt;p&gt;2.is it necessary to assign the RBH AND THK parameter in design?If it is necessary did I assigned in my attached model correctly?.total thickness of concrete is 160mm from top flange of the steel beam to top of concrete slab.and the decking sheet height is 60mm.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/calc5-cb-5.std"&gt;communities.bentley.com/.../calc5-cb-5.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: composite beam</title><link>https://communities.bentley.com/thread/547832?ContentTypeID=1</link><pubDate>Wed, 09 Oct 2019 19:06:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:265e9de9-af76-42b9-a63d-c9d7c601fe52</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;When defining the composite section (&amp;nbsp;using the CM radio button within&amp;nbsp;the Section Database ) you will be able to define the Density of Concrete (CD). Input that as 0&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>