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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>STAAD shear calculation error for AISC 360-10</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/105551/staad-shear-calculation-error-for-aisc-360-10</link><description>Hi All, 
 I have noticed that STAAD incorrectly calculates the shear capacity for a member. Specifically, it uses a VERY large shear area (overstated by a factor of 2!). Here is the output for an Australian 250UC72.9: INTERMEDIATE: Aw: Cv: Kv: h/tw: Vn</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: STAAD shear calculation error for AISC 360-10</title><link>https://communities.bentley.com/thread/317817?ContentTypeID=1</link><pubDate>Fri, 20 Mar 2015 03:58:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3a2a11f2-c53f-40b9-b20a-e20a05f3b618</guid><dc:creator>Bikash </dc:creator><description>You are welcome. Thanks.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD shear calculation error for AISC 360-10</title><link>https://communities.bentley.com/thread/317816?ContentTypeID=1</link><pubDate>Fri, 20 Mar 2015 03:32:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:05ca5f5c-3107-4eea-a9b1-2594f8fa9bd2</guid><dc:creator>E P</dc:creator><description>&lt;p&gt;You&amp;#39;re right. I was mistaking the values. Thank you again.&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;EDIT: It doesn&amp;#39;t help that they label VZ as Major and VY as Minor...&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD shear calculation error for AISC 360-10</title><link>https://communities.bentley.com/thread/317815?ContentTypeID=1</link><pubDate>Fri, 20 Mar 2015 03:21:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6fd40c24-1f3b-47df-b9d8-d0a19dec6956</guid><dc:creator>Bikash </dc:creator><description>&lt;p&gt;I don&amp;#39;t think it&amp;#39;s true. Look at the Design output&amp;nbsp;where AY (shear area along local Y) was reported correctly. &lt;br /&gt;The same applies for AISC Unified 2010 as well. &lt;br /&gt;&lt;br /&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/Design-Ourput.jpg"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5932/Design-Ourput.jpg" alt=" " /&gt;&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD shear calculation error for AISC 360-10</title><link>https://communities.bentley.com/thread/317814?ContentTypeID=1</link><pubDate>Fri, 20 Mar 2015 02:54:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4c396ddb-8e92-4938-a9ce-c50799864d0d</guid><dc:creator>E P</dc:creator><description>&lt;p&gt;Thank you for your reply.&lt;br /&gt; &lt;br /&gt; I have those same figures in the member properties as well and... seem to have just found the crux of the issue - in the output and evidently, STAAD&amp;#39;s calculations, major and minor axes are switched:&lt;br /&gt; &lt;br /&gt; SHEAR: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):&lt;br /&gt; MAJOR(VZ): -2.135 175.137 0.012 Eq. G2-1 62 16.797&lt;br /&gt; MINOR(VY): -2.040 88.393 0.023 Eq. G2-1 63 0.000&lt;br /&gt; INTERMEDIATE: Aw: Cv: Kv: h/tw: Vn:&lt;br /&gt; MAJOR(VZ): 7.454 1.000 1.200 8.944 194.597&lt;br /&gt; MINOR(VY): 3.386 1.000 0.000 26.233 88.393&lt;br /&gt; &lt;br /&gt; My version of STAAD is 20.07.10.41.&lt;br /&gt; &lt;br /&gt; So even though the values are correct in the member properties, they are used or presented incorrectly in the calculations.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;EDIT: Aside, in 10.66 have they fixed it so the output can be presented in metric units for AISC 360-10?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD shear calculation error for AISC 360-10</title><link>https://communities.bentley.com/thread/317813?ContentTypeID=1</link><pubDate>Fri, 20 Mar 2015 02:43:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d795ff5f-2f4c-47e3-90be-a7e869209925</guid><dc:creator>Bikash </dc:creator><description>&lt;p&gt;Hello Edward,&lt;/p&gt;
&lt;p&gt;You might have been using an older version of STAAD.Pro , I guess.&lt;/p&gt;
&lt;p&gt;Look at the MEMBER Properties below reported by STAAD.Pro 20.07.10.66 (newest as of date).&lt;/p&gt;
&lt;p&gt;Note that these properties are being used for analysis and design as well.&lt;/p&gt;
&lt;p&gt;MEMBER PROPERTIES. UNIT - CM&lt;/p&gt;
&lt;p&gt;&amp;nbsp; MEMB &amp;nbsp; PROFILE&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;AX/ &amp;nbsp; &amp;nbsp; &amp;nbsp;&amp;nbsp; &amp;nbsp; &amp;nbsp;IZ/ &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;nbsp;IY/ &amp;nbsp; &amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;nbsp; &amp;nbsp;IX/ &amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;nbsp;AY &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;&amp;nbsp; &amp;nbsp; AZ &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; SZ &amp;nbsp; &amp;nbsp; &amp;nbsp;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;nbsp; SY&lt;/p&gt;
&lt;p&gt;1 &amp;nbsp;ST &amp;nbsp;UC250X72.9 &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;93.20 &amp;nbsp; &amp;nbsp; 11400.00 &amp;nbsp; &amp;nbsp; &amp;nbsp;3880.00 &amp;nbsp; &amp;nbsp; &amp;nbsp; 58.60&amp;nbsp; &amp;nbsp;&amp;nbsp;21.84&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;48.09 &amp;nbsp; &amp;nbsp; &amp;nbsp; 897.64 &amp;nbsp; &amp;nbsp; &amp;nbsp;305.51&lt;/p&gt;
&lt;p&gt;May I know your version of STAAD.Pro please? This information could be found at Help-&amp;gt;About STAAD.Pro&lt;/p&gt;
&lt;p&gt;Best regards,&lt;/p&gt;
&lt;p&gt;BM&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>