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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>AISC - combined axial, bending and torsion</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/197535/aisc---combined-axial-bending-and-torsion</link><description>Dear, 
 If I have combined effects along with the torsion, as per ASIC 316 -10, for HSS member it should use eq. H3-6. Insted it only uses H.1 (no combined effects). 
 How to activate check of HSS as per eq. H3-6? 
 
 Regards,</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: AISC - combined axial, bending and torsion</title><link>https://communities.bentley.com/thread/588016?ContentTypeID=1</link><pubDate>Wed, 20 May 2020 14:00:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8a0d9a61-8acd-461a-9a19-ddbc8c79f8f9</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;As per AISC 360-10 H3.2, eq. H3-6 should be checked only when required torsional strength, Tr, exceeds 20% of the available torsional strength, Tc. In your model, torsional force is much lower than torsional strength of the member, so H3-6 is not checked. If you would increase the torsional load, H3-6 check would be reported in the Output file.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: AISC - combined axial, bending and torsion</title><link>https://communities.bentley.com/thread/587990?ContentTypeID=1</link><pubDate>Wed, 20 May 2020 12:31:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:facb6413-6043-463a-8565-fd6a9287208a</guid><dc:creator>Ivan Hadži Bošković</dc:creator><description>&lt;p&gt;STAAD SPACE&lt;br /&gt;START JOB INFORMATION&lt;br /&gt;ENGINEER DATE&lt;br /&gt;END JOB INFORMATION&lt;br /&gt;INPUT WIDTH 79&lt;br /&gt;UNIT METER KN&lt;br /&gt;JOINT COORDINATES&lt;br /&gt;1 0 0 0; 2 5 0 0; 3 10 0 0;&lt;br /&gt;MEMBER INCIDENCES&lt;br /&gt;1 1 2; 2 2 3;&lt;br /&gt;DEFINE MATERIAL START&lt;br /&gt;ISOTROPIC STEEL&lt;br /&gt;E 2.05e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8195&lt;br /&gt;ALPHA 1.2e-05&lt;br /&gt;DAMP 0.03&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH RY 1.5 RT 1.2&lt;br /&gt;END DEFINE MATERIAL&lt;br /&gt;MEMBER PROPERTY BRITISH&lt;br /&gt;1 2 TABLE ST TUB55055036.0&lt;br /&gt;CONSTANTS&lt;br /&gt;MATERIAL STEEL ALL&lt;br /&gt;SUPPORTS&lt;br /&gt;3 FIXED BUT FX MX MY MZ&lt;br /&gt;1 FIXED&lt;br /&gt;LOAD 1 LOADTYPE None&amp;nbsp; TITLE LOAD CASE 1&lt;br /&gt;JOINT LOAD&lt;br /&gt;3 FX 100 MX 100&lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;PARAMETER 1&lt;br /&gt;CODE AISC UNIFIED 2010&lt;br /&gt;METHOD LRFD&lt;br /&gt;TRACK 2 ALL&lt;br /&gt;CHECK CODE ALL&lt;br /&gt;FINISH&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: AISC - combined axial, bending and torsion</title><link>https://communities.bentley.com/thread/587987?ContentTypeID=1</link><pubDate>Wed, 20 May 2020 12:27:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7ca46086-4414-40f7-aec1-53b69600d839</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Could you please attach the model?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>