https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/31754/axial-force-at-intermediate-section-locations-incorrect-for-repeat-loads-including-cases-with-self-weighten-USTelligent Community 12https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/31754/axial-force-at-intermediate-section-locations-incorrect-for-repeat-loads-including-cases-with-self-weightFri, 18 Nov 2016 02:17:28 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e347df03-a76b-45ce-9484-abdf5781792fSyehttps://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/31754/axial-force-at-intermediate-section-locations-incorrect-for-repeat-loads-including-cases-with-self-weight#commentsCurrent Revision posted to RAM | STAAD | ADINA Wiki by Sye on 11/18/2016 2:17:28 AM<br /> <h2></h2> <p style="padding:0;margin:0;"></p> <table align="left" style="border:0px solid #dce5f0;width:500px;background-color:#dce5f0;" border="0"> <tbody> <tr> <td style="text-align:right;"><b>&nbsp;</b></td> <td style="text-align:left;"><span style="text-decoration:underline;"><strong>Applies To<span style="font-size:medium;">&nbsp;</span></strong></span></td> <td></td> <td></td> </tr> <tr> <td style="text-align:right;"><strong>&nbsp;</strong></td> <td style="text-align:right;"><strong>Product:</strong></td> <td>STAAD.Pro</td> <td></td> </tr> <tr> <td style="text-align:right;"><strong></strong></td> <td style="text-align:right;"><strong>First Affected Version:</strong></td> <td></td> <td></td> </tr> <tr> <td style="text-align:right;"><strong>&nbsp;</strong></td> <td style="text-align:right;"><strong>Found in Version:</strong></td> <td>20.07.11.50</td> <td></td> </tr> <tr> <td style="text-align:right;"><strong></strong></td> <td style="text-align:right;"><strong>Released in Version:</strong></td> <td>20.07.11.82</td> <td></td> </tr> <tr> <td style="text-align:right;"><strong></strong></td> <td style="text-align:right;margin-left:30px;"><strong>Environment:</strong></td> <td>All</td> <td></td> </tr> <tr> <td style="text-align:right;"><strong>&nbsp;</strong></td> <td style="text-align:right;"><strong>Area:&nbsp;</strong></td> <td>Post processing</td> <td></td> </tr> <tr> <td style="text-align:right;"><strong></strong></td> <td style="text-align:right;margin-left:30px;"><strong>Subarea:</strong></td> <td>N/A</td> <td></td> </tr> <tr> <td style="text-align:right;"><strong>&nbsp;</strong></td> <td style="text-align:right;"><strong>Issue #:</strong></td> <td>392114</td> <td></td> </tr> </tbody> </table> <h1>Problem Description</h1> <p>If any primary load case containing self weight is included in a Repeat Load case, the effect of self weight on axial force calculation is ignored at intermediate sections, thereby producing incorrect axial forces at intermediate section locations for the Repeat Load case. The values at the start and end of the member are correct.</p> <h1>Steps to Reproduce</h1> <ol> <li>Define a REPEAT LOAD with a case that has self weight defined as part of it.</li> <li>Check the axial force at intermediate section locations for that REPEAT LOAD case.</li> </ol> <h1>Workaround</h1> <p>None</p> <h1>Solution</h1> <p>This is addressed in 20.07.11.82</p> <h1>See Also</h1> <p><b><img width="189" height="60" alt=" " src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" /></b></p><div style="clear:both;"></div> <div style="font-size: 90%;">Tags: Axial Force, 20.07.11.82, known issue, defect, First 20.07.11.50</div>