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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>NAUSHAD KHAN's Activities</title><link>https://communities.bentley.com/members/6b93ecb6_2d00_b742_2d00_434d_2d00_86bd_2d00_3fbe10123710</link><description>NAUSHAD KHAN's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>How to find total axial capacity of a column in staadpro or RCDC calculation?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/246095/how-to-find-total-axial-capacity-of-a-column-in-staadpro-or-rcdc-calculation</link><pubDate>Fri, 02 Jun 2023 12:01:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:69d312cf-b504-49d4-b78d-d2331a3e96f2</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;I have analysed the model in staadpro and design the model in RCDC but I didn&amp;#39;t found the total axial capacity of column the in RCDC calculation for column it shows only axial force acting on the column.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Why Load (Pu) on Column is lesser than my actual (manual) calculations?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/246037/why-load-pu-on-column-is-lesser-than-my-actual-manual-calculations</link><pubDate>Thu, 01 Jun 2023 12:20:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b5efd2b8-78ed-4e91-b1e3-cc492573bc98</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;I am designing a structure in which I have applied the various loads but when I do analysis the it shows Pu which is very much less than I calculated&amp;nbsp;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/WhatsApp-Image-2023_2D00_06_2D00_01-at-17.47.23.jpg" data-uw-rm-ima="un" /&gt;&lt;/p&gt;
&lt;p&gt;I think it is not considering the loads due to slabs (plate mesh) for comparison see the RCDC calculations&amp;nbsp; and model&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/except-beams-final.STD"&gt;communities.bentley.com/.../except-beams-final.STD&lt;/a&gt;&amp;nbsp;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Screenshot-_2800_53_2900_.png" data-uw-rm-ima="un" /&gt;&lt;/p&gt;
&lt;p&gt;and another question is that when i copy staadpro file it doesnot copy the whole data like parametric model data why?&lt;/p&gt;
&lt;p&gt;I AM USING IS 456 LOCATION- INDIA&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Beam failure in RCDC</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245903/beam-failure-in-rcdc</link><pubDate>Mon, 29 May 2023 18:13:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b5b7b2de-1544-4a81-ac37-3e2783c447d8</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;&lt;span&gt;Hey I am also getting the same problem as a new beginner I didn&amp;#39;t understood the offset removing answer (&lt;a href="https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/213293/staad-rcdc---beam-bm-detailing-failure)"&gt;communities.bentley.com/.../staad-rcdc---beam-bm-detailing-failure)&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;how do I remove offset I have already created mesh and now every beam got divided into small section of individual beams ... In run and analysis using staadpro it passes with zero error and zero warnings but when I import it to RCDC it fails out almost every beam group what should I do or how do apply above solution?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>STAAD RCDC - Beam BM-Detailing Failure</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/213293/staad-rcdc---beam-bm-detailing-failure</link><pubDate>Thu, 29 Apr 2021 21:54:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9e4a37f8-734e-4a18-b147-5e2f8f6adcb2</guid><dc:creator>Matthew Criste</dc:creator><description>&lt;p&gt;STAAD&amp;nbsp;RCDC keeps giving me BM - Detailing Failure no matter what parameter I adjust (beam dimension, material strengths, preferred bar spacing, etc.), I tried everything including checking Beam and Axial Force Design. Code used is ACI 318-14M. Just wondering how the software arrives at this conclusion so I can better understand it. RCDC gives little to no insight on why it gives failure reports.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Hope you can help. Thank you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Pedestal Height in RCDC footing design?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245880/pedestal-height-in-rcdc-footing-design</link><pubDate>Mon, 29 May 2023 06:20:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8fdfcb09-c433-45b3-b4db-95e02633461a</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;I am designing RCC &lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/8475.GET-READY.STD"&gt;communities.bentley.com/.../8475.GET-READY.STD&lt;/a&gt;footing for a model but in detailing there is no mention of depth of footing from ground level and i didnt found any option to show this in drawing and before this i didnt found any option to set this parmeter in RCDC so how do I define pedestal height or depth of footing from Ground level&amp;nbsp;&lt;/p&gt;
&lt;p&gt;what is founding depth means here?&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/4265.Screenshot-_2800_45_2900_.png" data-uw-rm-ima="un" /&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Screenshot-_2800_44_2900_.png" data-uw-rm-ima="un" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>BEAMS ARE NOT LOADING IN RCDC</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245725/beams-are-not-loading-in-rcdc</link><pubDate>Wed, 24 May 2023 11:48:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a04a1fb3-186d-4a42-9138-27d9055fb4e5</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;I Have created a model in staadpro and analyzed it and I also used mesh tool for slab design now after creating mesh the beams are divided into small length ..... no problem till now but when I import this model in RCDC the beams are not loading (i think) and I got stuck at this page?&lt;/p&gt;
&lt;p&gt;what should I do?&lt;/p&gt;
&lt;p&gt;and how long it will take to import all beams or is there any other way ?&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/GET-READY.STD"&gt;communities.bentley.com/.../GET-READY.STD&lt;/a&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/2604.Screenshot-_2800_42_2900_.png" data-uw-rm-ima="un" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>WHY STAADPRO FOUNDATION IS NOT DESIGNING COLUMN REINFORCEMENT?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245607/why-staadpro-foundation-is-not-designing-column-reinforcement</link><pubDate>Mon, 22 May 2023 07:39:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2a78fe18-c971-4b4b-9a0a-c4c16688f1a5</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;There was a note in detailed drawing saying that column renforcement is not designed but why and how i can fix this&amp;nbsp;&lt;/p&gt;
&lt;p&gt;another thing is that i need every foundation detail drawing how i can get it?&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/final_5F00_foundation-_2D00_-Copy.sfa"&gt;communities.bentley.com/.../final_5F00_foundation-_2D00_-Copy.sfa&lt;/a&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/7041.Screenshot-_2800_41_2900_.png" data-uw-rm-ima="un" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Spacing Error in Footing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245152/spacing-error-in-footing</link><pubDate>Wed, 10 May 2023 17:39:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:029131ad-3174-4902-a7c1-101e795d63f7</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;ul&gt;
&lt;li&gt;How to resolve this error of calculated reinforcement spacing along length 98mm is less than minimum spacing requirements.........&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Screenshot_5F00_2023_2D00_05_2D00_10_2D00_23_2D00_04_2D00_54_2D00_034.jpeg" alt=" " /&gt;&lt;/li&gt;
&lt;/ul&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How do select the angle between truss members?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243685/how-do-select-the-angle-between-truss-members</link><pubDate>Sat, 01 Apr 2023 06:41:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:771999be-42c6-4523-b228-27f27cac9f1f</guid><dc:creator>NAUSHAD KHAN</dc:creator><description>&lt;p&gt;I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?&amp;nbsp;&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>Sat, 01 Apr 2023 06:41:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f30ea9e9-750e-4e5a-a9a3-db85a8af7e1d</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>