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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>Sandip Biswas's Communities Activities</title><link>https://communities.bentley.com/members/93f0ebe7_2d00_df90_2d00_44bc_2d00_9522_2d00_839f98d6169e</link><description>Recent activity for people in Sandip Biswas's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Self weight of section</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/156921/self-weight-of-section</link><pubDate>Sun, 24 Jun 2018 15:23:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7f3013d0-e1ab-4054-8b02-67ba05397be8</guid><dc:creator>Sandip Biswas</dc:creator><description>&lt;p&gt;In staad pro why the self weight factor is always -1 in Y direction ?&lt;/p&gt;
&lt;p&gt;&amp;quot; Factor = -1 &amp;amp; Direction = Y &amp;quot;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Warning shows in Staad Pro output file that Length to Depth ration is less than 2.5</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/160174/warning-shows-in-staad-pro-output-file-that-length-to-depth-ration-is-less-than-2-5</link><pubDate>Wed, 15 Aug 2018 18:56:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2de63bf9-8416-4261-bb0b-b62490e36187</guid><dc:creator>Sandip Biswas</dc:creator><description>&lt;p&gt;Hi !&lt;/p&gt;
&lt;p&gt;There is a warning in Staad pro output file in Concrete design &amp;quot;Lenght to depth ratio is less than 2.5&amp;quot; for short beams. My question is my design is correct with this warning or not ? If not what should i do ?&lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Slab design</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/140346/slab-design</link><pubDate>Thu, 31 Aug 2017 04:14:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f2b37eb7-11da-4a8b-851f-3c8ce2b5ab4b</guid><dc:creator>Sandip Biswas</dc:creator><description>&lt;p&gt;For creating a slab what should i use for designing the slab, Surface meshing or Plate and why ?&lt;br /&gt;&lt;br /&gt;&lt;/p&gt;
&lt;p&gt;Thank You !&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Help with Slab design report</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/138697/help-with-slab-design-report</link><pubDate>Wed, 19 Jul 2017 17:57:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:853447a7-d4fb-4a8a-9e2e-2e30b61c2e3b</guid><dc:creator>Sandip Biswas</dc:creator><description>&lt;p&gt;I don&amp;#39;t understand the report, there is 3 type &amp;nbsp;of bar. Which one i select for my design !&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/Staircase-details.bmp"&gt;&lt;img src="/cfs-file/__key/communityserver-discussions-components-files/5932/Staircase-details.bmp" alt=" " /&gt;&lt;/a&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>Wed, 19 Jul 2017 13:26:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:01ba8b3e-2148-4d5d-86c1-2555773e3a5a</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>seismic load analysis joint weight &amp;amp; member weight</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/131383/seismic-load-analysis-joint-weight-member-weight</link><pubDate>Mon, 06 Feb 2017 19:40:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dcd8a4d3-c2d7-4971-ba39-d1d7814a3ae0</guid><dc:creator>Sandip Biswas</dc:creator><description>&lt;p&gt;In seismic load analysis joint weight &amp;amp; member weight is required or not ?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>seismic load analysis joint weight &amp;amp; member weight</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/131384/seismic-load-analysis-joint-weight-member-weight</link><pubDate>Sun, 05 Feb 2017 21:26:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:56a05e77-3bb4-46ef-ad9a-a72cd73e74ea</guid><dc:creator>Sandip Biswas</dc:creator><description>&lt;p&gt;In seismic load analysis, can i add Joint Weight, Member Weight and the Dead load, Live load at the same time ?&lt;/p&gt;
&lt;p&gt;Thank you !&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>