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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/"><channel><title>Vineeth Sagabala's Communities Activities</title><link>https://communities.bentley.com/members/68ae2a0f_2d00_70fd_2d00_4e3e_2d00_a51e_2d00_d63649544511</link><description>Recent activity for people in Vineeth Sagabala's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Effective length factor for RCC columns</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/196080/effective-length-factor-for-rcc-columns</link><pubDate>Thu, 23 Apr 2020 10:59:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:39163ad3-9779-4112-be8d-cb47770be24b</guid><dc:creator>Surendar Rao</dc:creator><description>&lt;p&gt;My question relating to Concrete Design in RCC framed structure:&lt;/p&gt;
&lt;p&gt;1. Effective length factor for column is automatically calculated by STAAD pro based on analysis or it to be entered manually? If it to be entered manually then any data for same is available in STAAD analysis?&lt;/p&gt;
&lt;p&gt;2. If I use analysis from STAAD pro and Column designs by RCDC then&amp;nbsp;&lt;span&gt;Effective length factor for column is automatically calculated by STAAD pro based on analysis or it to be entered manually? If it to be entered manually then any data for same is available in STAAD analysis?&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Bar spacing changes automatically in RCDC V10.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/211415/bar-spacing-changes-automatically-in-rcdc-v10</link><pubDate>Sun, 21 Mar 2021 09:15:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1c9a38e4-bab7-46bc-88a1-10072e1df169</guid><dc:creator>Vineeth Sagabala</dc:creator><description>&lt;p&gt;Hello. I am designing a beam in RCDC V10 from analysis file of etabs. I want to achieve economy in my section, so I changed the preferred bar spacing depending on width as shown in figure.&amp;nbsp;&lt;/p&gt;
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&lt;p&gt;Now when I click Auto design and look edit the properties of my beam, here&amp;#39;s what I get:&amp;nbsp;&lt;br /&gt;&lt;img class="align-left" style="float:left;" alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/2553.PNG" /&gt;&lt;/p&gt;
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&lt;p&gt;The bottom bars can be used as 2 bars of 12mm dia. But when I click on changing it, it says spacing criteria violated.&lt;br /&gt;&lt;img class="align-left" style="float:left;" alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/7080.PNG" /&gt;&lt;/p&gt;
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&lt;p&gt;The preferred bar spacing set at first was 2 now it has changed automatically to 3.&amp;nbsp;&lt;br /&gt;&lt;img class="align-left" style="float:left;" alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/73768.PNG" /&gt;&lt;/p&gt;
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&lt;p&gt;Can you please explain this?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Etabs result to rcdc</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/197102/etabs-result-to-rcdc</link><pubDate>Tue, 12 May 2020 23:57:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c090ecf1-18a2-4551-98ce-43a2a177aece</guid><dc:creator>femi ajibade</dc:creator><description>&lt;p&gt;Why do beams that passed in Etabs fail in staad rcdc.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RCDC v10, beam design - Beam continuum section - Beam are considered as cantilever, where there should be support on both sides. No option to add support as column. Can you please clarify</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/211408/rcdc-v10-beam-design---beam-continuum-section---beam-are-considered-as-cantilever-where-there-should-be-support-on-both-sides-no-option-to-add-support-as-column-can-you-please-clarify</link><pubDate>Sat, 20 Mar 2021 15:16:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:13e1fd16-a051-4eaa-8d80-80b486953b00</guid><dc:creator>Vineeth Sagabala</dc:creator><description>&lt;p&gt;Hello, I would like to design with supports on both sides. I designed columns first in RCDC V10, then my etabs analysis fie (tables to access file) is used to design beams floor by floor. I am designing ground floor beams first. When I import the file and RCDC shows data of the beam (beam continuum), it shows some of the beams are cantilever when they should be supported on both sides by columns. I imported the column rcdc file and rcdc says, column size and column mark imported successfully. Now when I click on on the beam, it has only one support, when it should have 2 supports. See fig.&lt;/p&gt;
&lt;p&gt;When I click on beam and hit add support option it gives me only option of B20. Can you please clarify this?&lt;br /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/82300.Capture.PNG" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Unsupported EDB file format for linking with ETABS 2018</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/189665/unsupported-edb-file-format-for-linking-with-etabs-2018</link><pubDate>Sat, 07 Dec 2019 08:23:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c6c03cfa-2c98-4528-9277-befe72363c76</guid><dc:creator>Sachin Sheelavant</dc:creator><description>&lt;p&gt;Hi, instead of exporting entire model and analysis data and use it directly on RCDC, I decided to use the method specified in documentation for ETABS 15 &amp;amp; 16 and I got this error. I even copied the ETABS tlb and dll files in root directory of installation and it still wouldn&amp;#39;t work. Have you added support for ETABS&amp;nbsp; 18? If yes, please tell me the procedure.&lt;/p&gt;
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&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/EDB.JPG" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RCDC Text Schedule Options</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/207653/rcdc-text-schedule-options</link><pubDate>Tue, 22 Dec 2020 01:40:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0237e57c-c394-4773-91fc-ef095d4c4809</guid><dc:creator>sriprakash_shastry</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
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&lt;p&gt;When user clicks on Text Schedule, the program pops up a window with 2 Options as shown in the attached image. When Option 2 is selected the output has an image where most of the beam details are empty except for a few. ALso in the remarks column it says &amp;quot;Refer Detail&amp;quot;. Refer attached screenshot. Im unable to figure out this. Can someone assist.&lt;/p&gt;
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&lt;p&gt;Sriprakash&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Text-Schedule-Type-2.jpg" alt=" " /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Text-Schedule-Output-for-Type-2.jpg" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Error message in RCDC: Index was outside the bounds of the array</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/187298/error-message-in-rcdc-index-was-outside-the-bounds-of-the-array</link><pubDate>Mon, 21 Oct 2019 13:51:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:539bec72-bded-447c-866c-ec4ed3d911e0</guid><dc:creator>Kiruthikha Murugesan</dc:creator><description>&lt;p&gt;I&amp;#39;m trying to design concrete columns and getting the following error message in RCDC: Index was outside the bounds of the array. Can someone tell me why I&amp;#39;m getting this error message and how can I proceed?&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/8524.pastedimage1571665967415v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Mon, 08 Mar 2021 01:10:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:102bb010-a579-40ad-9aea-35929c735ba7</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Connected Projects for student server download software</title><link>https://communities.bentley.com/communities/other_communities/licensing_cloud_and_web_services/f/forum/210760/connected-projects-for-student-server-download-software</link><pubDate>Mon, 08 Mar 2021 11:39:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bdd44d3b-c8f5-474c-9a85-0023a95ce806</guid><dc:creator>Vineeth Sagabala</dc:creator><description>&lt;p&gt;I downloaded a student server Staad RCDC software. When I open the software and imported the etabs access file, the software says, &amp;quot;&lt;img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343368/pastedimage1615203139432v1.png" alt=" " /&gt;.&lt;/p&gt;
&lt;p&gt;Do, I need to request the project every time? This is very time consuming. Also, when I click cancel, I get this pop up, &amp;quot;&lt;img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343368/pastedimage1615203290442v2.png" alt=" " /&gt;.If I click yes, it says: access to license&amp;nbsp;&lt;img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343368/pastedimage1615203352110v4.png" alt=" " /&gt;. Access denied? Can I get, licesnse please. My email: vineethsagabal0@gmail.com&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>