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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>Can I design a Continuous two slabs by using RCDC STAAD?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/202611/can-i-design-a-continuous-two-slabs-by-using-rcdc-staad</link><description>Hello Sir 
 RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Can I design a Continuous two slabs by using RCDC STAAD?</title><link>https://communities.bentley.com/thread/607234?ContentTypeID=1</link><pubDate>Wed, 02 Sep 2020 16:08:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a4135a23-8b95-417c-bab2-d610a93fe2b4</guid><dc:creator>Sulaiman Ade</dc:creator><description>&lt;p&gt;Thank you&amp;nbsp;&lt;a class="internal-link view-user-profile" href="/members/70c7ce17_2d00_d102_2d00_4055_2d00_96fc_2d00_802d032d7d3c"&gt;Abhijeet Gundaye&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Can I design a Continuous two slabs by using RCDC STAAD?</title><link>https://communities.bentley.com/thread/607229?ContentTypeID=1</link><pubDate>Wed, 02 Sep 2020 15:50:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7c083511-bcaa-43c1-a7a8-1d2f645e499b</guid><dc:creator>Abhijeet Gundaye</dc:creator><description>&lt;p&gt;Hi&lt;br /&gt;&lt;br /&gt;RCDC generate In-plan detailing and BBS drawings&amp;nbsp;for the top and bottom reinforcement.&lt;br /&gt;&lt;br /&gt;in In-plan detailing, reinforcement shown are indicative and for the individual panel. even if the reinforcement is same at bottom for adjacent slabs, it shows separate reinforcement. it doesn&amp;#39;t show any lapping and end anchorages in the drawing.&lt;br /&gt;&lt;br /&gt;in BBS drawings, user can provide the maximum length of the rebar for individual panels. here the rebars are shown for individual panels.&amp;nbsp;&amp;nbsp; it would be complex showing continuous rebars wherever possible as per the maximum length of rebar and as per the spans of adjacent slabs with end conditions&amp;nbsp;.thus for BBS, the bottom reinforcement are shown for individual panels only&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Can I design a Continuous two slabs by using RCDC STAAD?</title><link>https://communities.bentley.com/thread/607074?ContentTypeID=1</link><pubDate>Wed, 02 Sep 2020 03:58:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0c2038d0-fc67-47dc-aea8-ca75a77cb950</guid><dc:creator>Sulaiman Ade</dc:creator><description>&lt;p&gt;It&amp;#39;s true,&amp;nbsp;but if the bottom reinforcement of two slabs is the same according to the dia and spacing, RCDC didn&amp;#39;t merge the bars of two slabs together?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Can I design a Continuous two slabs by using RCDC STAAD?</title><link>https://communities.bentley.com/thread/607056?ContentTypeID=1</link><pubDate>Wed, 02 Sep 2020 01:27:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:db657a3b-7bbc-4d80-ac32-a5ce5f72e250</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Although design calculations are reported for the individual panels but you can get the reinforcement layout for the entire slab (at both top and bottom) by going to Reports &amp;gt; In Plan Detailing.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>