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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>Story shear at each floor</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/131054/story-shear-at-each-floor</link><description>Hi, 
 Is it possible to get story shear at each floor levels in Staad if floor diaphragms are not defined?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Story shear at each floor</title><link>https://communities.bentley.com/thread/554970?ContentTypeID=1</link><pubDate>Mon, 18 Nov 2019 10:10:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c1123f1e-b22e-4a17-853f-1a493d4d1539</guid><dc:creator>Abdelhamid ARAREM</dc:creator><description>&lt;p&gt;Dear Mr Sye&lt;/p&gt;
&lt;p&gt;My floor levels are as below 3.6 and 7.2,I defined the floor height as below *Floor height *3.6; 7.2, but in staad output there are a many floors (30 floors)&amp;nbsp; between 0 and 3.6 / between 3.6 and 7.2&lt;/p&gt;
&lt;p&gt;thank you&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Story shear at each floor</title><link>https://communities.bentley.com/thread/400109?ContentTypeID=1</link><pubDate>Fri, 27 Jan 2017 02:12:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8ac59b11-a486-450c-9293-8ead17621ad7</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;You may use the SET PRINT 17 command in the input command file as shown next&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/6378.1.png"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5932/6378.1.png" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;The analysis output file would then list the shears at each story on a mode by mode basis. You need to manually combine (SRSS) the shear values for each mode to arrive at the final shear value at each story.&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/3716.2.png"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5932/3716.2.png" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Story shear at each floor</title><link>https://communities.bentley.com/thread/400104?ContentTypeID=1</link><pubDate>Thu, 26 Jan 2017 23:25:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9584bf95-439a-4d96-b9d7-c150c54892dc</guid><dc:creator>Vinod Muthanna</dc:creator><description>Hi BM - Thanks for your response.&lt;br /&gt;
Model you attached is static.&lt;br /&gt;
I am performing modal response spectrum analysis for boiler steel structure. Floors are idealised as flexible. In that case without defining floor diaphragm in Staad model, is there any way to get story shear at each floor?&lt;br /&gt;
&lt;br /&gt;
Regards,&lt;br /&gt;
Vinod&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Story shear at each floor</title><link>https://communities.bentley.com/thread/399987?ContentTypeID=1</link><pubDate>Thu, 26 Jan 2017 09:04:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e0b20129-de74-412c-aee1-8cef2581cec4</guid><dc:creator>Bikash </dc:creator><description>&lt;p&gt;Hello Vinod,&lt;br /&gt;&lt;br /&gt;Yes, it&amp;#39;s possible. &lt;br /&gt;See a typical example of&amp;nbsp;Seismic Co efficient method per IS 1893 is attached.&lt;br /&gt;&lt;br /&gt;Regards,&lt;br /&gt;BM&lt;br /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/4810.EXAMP14.STD"&gt;communities.bentley.com/.../4810.EXAMP14.STD&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>