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Name: RN: Solved incidents 25.1.4
ID: 03283f01-4509-41cf-a82c-f2191d8d6cde
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"value": "<p>Released February 5, 2026</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00068492</td><td>The error of \"Value cannot be null\" in the Beam model was fixed</td></tr>\n <tr><td>00068693</td><td>The issue with the advanced LTB calculation and missing results in Beam has been solved</td></tr>\n <tr><td><strong>BIM links / Checkbot</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00068322</td><td>The issue with opening the HILTI window has been fixed</td></tr>\n <tr><td>00067937</td><td>An issue with the data import from SCIA into Checkbot has been fixed</td></tr>\n <tr><td>00068058</td><td>An issue preventing logging into the Hilti Profis plugin when launched from Checkbot has been fixed</td></tr>\n <tr><td>00068730</td><td>Fixed the issue with multiple exports of IFC files</td></tr>\n <tr><td>00068924</td><td>A bug preventing logging into the Hilti Profis plugin when launched from Checkbot was fixed</td></tr>\n <tr><td>00068942</td><td>A bug preventing logging into the Hilti Profis plugin when launched from Checkbot was fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00066805</td><td>The incorrect dimensioning of the box girder cross-section was fixed</td></tr>\n <tr><td>00067144</td><td>The issue with special characters in the temp folder is solved</td></tr>\n <tr><td>00067773</td><td>An issue with the incorrect cut of members has been fixed</td></tr>\n <tr><td>00068042</td><td>The issue of the cut operation not working for negative volume with a hollow section was fixed</td></tr>\n <tr><td>00068484</td><td>An issue with IFC files has been fixed</td></tr>\n <tr><td>00068562</td><td>Images in the report and generated correctly</td></tr>\n <tr><td>00068692</td><td>An issue with the wrong language in the report was fixed</td></tr>\n <tr><td>00068699</td><td>An issue with zoomed-in drawing in the report has been fixed</td></tr>\n <tr><td>00068720</td><td>The problem of images in the report not properly fitting on the pages when exporting to PDF was fixed</td></tr>\n <tr><td>00068735</td><td>The issue with Checkbot error LanguageInReport@01 was solved</td></tr>\n <tr><td>00068758</td><td>The incorrect scaling of drawings from the Bill of Materials in the Detailed report was fixed</td></tr>\n <tr><td>00068923</td><td>The incorrect scaling of drawings from the Bill of Materials in the Detailed report was fixed</td></tr>\n <tr><td>00068986</td><td>The issue of images of the shape of plates not properly shown in the report tables in the Bill of Materials was fixed</td></tr>\n <tr><td><strong>Connection Library</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00068308</td><td>An issue with the import of a template with user user-defined cross-section was fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067946</td><td>Zero material properties in IDEA StatiCa Connection for concrete block had caused the error in the Detail app. The issue was fixed by the replacement of the material properties of the concrete block</td></tr>\n <tr><td>00068162</td><td>The issue related to the material causing the analysis to fail has been fixed</td></tr>\n <tr><td>00068578</td><td>After an anchoring model was imported from Connection into Detail, the base plate and the anchors were in different places than they were supposed to be. The issue was fixed</td></tr>\n <tr><td>00068677</td><td>The incorrect calculation of VRd,s in 3D Detail is solved</td></tr>\n <tr><td>00068836</td><td>The issue with the wrong position of the cast-in plate once the model is exported from Connection was fixed</td></tr>\n <tr><td>00069011</td><td>After closing and reopening the model, the results changed due to incorrect data transfer. The issue was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067032</td><td>An issue with the implementation of related plates for the PCUT and weld commands has been fixed</td></tr>\n <tr><td>00067721</td><td>The Member model creation through Checkbot is fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067462</td><td>The plane of strain information is still presented when the height of the compression zone is exceeded, according to the Dutch National Annex</td></tr>\n <tr><td>00067927</td><td>The problem with the incorrect effective height d in the crack width calculation in RCS was fixed</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.1.3
ID: 17c1aab4-8bd0-401a-bf3b-4baff5e53a7b
Show Raw Data
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"value": "<p>Released January 13, 2026</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067874</td><td>An issue of not being able to start the application has been fixed</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067589</td><td>Errors in the Beam model solved</td></tr>\n <tr><td>00068280</td><td>The RCS app launched from the Beam was not able to save the RCS project on the hard drive via the Save as feature. Issue fixed</td></tr>\n <tr><td>00068481</td><td>Error in advanced LTB analysis solved</td></tr>\n <tr><td><strong>BIM/Checkbot</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00066146</td><td>Fixed STAAD.Pro BIM link</td></tr>\n <tr><td>00066953</td><td>An issue with the import of connections from Advance Steel 2026 has been fixed</td></tr>\n <tr><td>00067275</td><td>The incorrect rotation of members during the SAP2000/ ETABS import process into Checkbot was fixed</td></tr>\n <tr><td>00067291</td><td>An issue with the import of connections from Advance Steel 2025 has been fixed</td></tr>\n <tr><td>00067562</td><td>The issue with incorrect report settings when opening Connection from Checkbot after defining the report settings in the project settings via Launcher has been fixed</td></tr>\n <tr><td>00067759</td><td>The issue with incorrect material settings when opening Connection from Checkbot after defining the default materials in the project settings via Launcher has been fixed</td></tr>\n <tr><td>00068402</td><td>The object reference error that occurred when attempting to change the connection name in Checkbot has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00066145</td><td>The picture of strain for the general cross-sections corrected</td></tr>\n <tr><td>00066792</td><td>A typo in the Connection report for Eurocode (EN) projects in the Interaction of tensile and shear forces in concrete check (VRd,cb instead of VRd,cp) corrected</td></tr>\n <tr><td>00066829</td><td>The bug causing wrong cross-section characteristics for composite sections was solved</td></tr>\n <tr><td>00066890</td><td>The root cause has been identified and fixed to prevent the failure to open</td></tr>\n <tr><td>00067043</td><td>An issue with the modelling of notches for inclined members has been fixed</td></tr>\n <tr><td>00067163</td><td>Fixed random failures of app startup due to a collision with 3rd party SW</td></tr>\n <tr><td>00067174</td><td>The issue has been fixed by preventing the weld from being created 2x</td></tr>\n <tr><td>00067196</td><td>Issue with the order of items in the report solved</td></tr>\n <tr><td>00067324</td><td>An issue with the position of pictures in the report has been fixed</td></tr>\n <tr><td>00067369</td><td>Issue with editing a DXF plate solved</td></tr>\n <tr><td>00067395</td><td>The error with the Sequence contains no matching element is fixed</td></tr>\n <tr><td>00067480</td><td>Fixed the application of the top of steel splice template</td></tr>\n <tr><td>00067647</td><td>The letter Ł is enabled</td></tr>\n <tr><td>00067769</td><td>The issue with the unsuccessful buckling analysis for the pinned connection has been fixed</td></tr>\n <tr><td>00067814</td><td>The error of sequence contains no matching element was solved in the Connection app</td></tr>\n <tr><td>00067897</td><td>The problem was caused by the same bug that caused wrong profile characteristics for composite sections, and was solved. The unexpected stiffness result was subsequently also solved</td></tr>\n <tr><td>00067900</td><td>Issue with empty result table for preloaded bolts in the CSA code solved</td></tr>\n <tr><td>00068001</td><td>The error in the report generation was solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067572</td><td>Detailed report in Detail 2D was not generating; the problem is fixed</td></tr>\n <tr><td>00067730</td><td>The issue with the difference between VRd,s in Connection and 3D Detail is fixed</td></tr>\n <tr><td>00067871</td><td>The issue of a nonconformity error stating that the head diameter must be at least 1.2 times the shank diameter, despite this not being the case, has been fixed</td></tr>\n <tr><td>00068014</td><td>The reason was a bug in the result-saving. The result file has been detached from the model. The issue was fixed</td></tr>\n <tr><td>00068316</td><td>There was an incorrect nonconformity message appearing for the headed stud dimensions, even if the head diameter/shank diameter ratio was correct. It is now working as expected</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00067493</td><td>Bug preventing opening existing files or starting new projects in IDEA StatiCa apps for specific system configurations fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00066379</td><td>The app was crashing in case of changing the fire design resistance category. Issue fixed</td></tr>\n <tr><td>00067456</td><td>An explanation has been added to Table 4.5(N) (EN 1991-2) in RCS for the Dutch National Annex</td></tr>\n <tr><td>00067461</td><td>The incorrect calculation of fcd,fat in the RCS fatigue design, has been fixed</td></tr>\n <tr><td>00067463</td><td>The factor k1 in EN1992-2 cl. 6.8.7 (101) fatigue design is now by default equal to 1.0 when the Dutch National Annex is applied</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.1.2
ID: 9d97df7e-12c2-4215-bbb7-3eb3fcda9792
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.1.1
ID: c23e87b8-bd40-4086-ad94-074d89d7c116
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issue with reverse orientation of T profile fixed</td></tr>\n <tr><td>00063736</td><td>The BIM link with Autodesk Revit 2024.3.3 is functioning</td></tr>\n <tr><td>00064330</td><td>An issue with the inactive menu after batch calculation has been fixed</td></tr>\n <tr><td>00064374</td><td>Opening a Checkbot project with a concrete instead of steel configuration fixed</td></tr>\n <tr><td>00064600</td><td>An issue with syncing data with RFEM has been fixed</td></tr>\n <tr><td>00064608</td><td>The issue with the BIM links between IDEA and Robot was fixed by sending exported records of the registry</td></tr>\n <tr><td>00064670</td><td>An issue with the connection status after batch calculation has been fixed</td></tr>\n <tr><td>00065187</td><td>The new patch of AD 2026 is fully functional and compatible with IDEA StatiCa 25.1</td></tr>\n <tr><td>00065322</td><td>The conversion table converts cross-sections correctly</td></tr>\n <tr><td>00065503</td><td>The issue with importing sections from Robot has been fixed</td></tr>\n <tr><td>00065528</td><td>The issue with importing sections from Robot has been fixed</td></tr>\n <tr><td>00059739</td><td>Changes made to bolts in the Materials tab are automatically applied to all connections within the project</td></tr>\n <tr><td>00064802</td><td>The issue with the import of the RHS sections from SCIA was solved</td></tr>\n <tr><td>00065312</td><td>Error exporting to Checkbot from Staad is now fixed</td></tr>\n <tr><td>00065346</td><td>The issue with applying a template from the personal connection library has been fixed</td></tr>\n <tr><td>00065447</td><td>Grouping issue in Checkbot fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00062711</td><td>The issue with the incorrect member name transfer when creating a new joint has been resolved</td></tr>\n <tr><td>00062822</td><td>An issue with language settings after IFC export has been fixed</td></tr>\n <tr><td>00063084</td><td>The incomplete check for hook anchors was fixed</td></tr>\n <tr><td>00063376</td><td>The error when saving connections to the Connection Library has been resolved</td></tr>\n <tr><td>00063500</td><td>The issue where all plates in the general cross-section editor had the same name has been resolved</td></tr>\n <tr><td>00063715</td><td>Added analysis error nonconformity for models when the weld is not created correctly</td></tr>\n <tr><td>00063995</td><td>Fixed the method of aligning the Stiffening plate Member LCS / By angles</td></tr>\n <tr><td>00064062</td><td>Fixed the display of slotted holes in the Editor</td></tr>\n <tr><td>00064121</td><td>The discrepancies between the temperatures in versions 24 and 25.1 from the temperature have been fixed</td></tr>\n <tr><td>00064160</td><td>The error with the splice operation and angle sections is fixed</td></tr>\n <tr><td>00064612</td><td>Cut of a continuous member by an NVOL member produced an error, fixed for all types of members</td></tr>\n <tr><td>00064667</td><td>The issue with the cut operation in the shifted end plate operation was fixed</td></tr>\n <tr><td>00064906</td><td>The problem with filled welds has been fixed</td></tr>\n <tr><td>00065134</td><td> </td></tr>\n <tr><td>00065135</td><td>Fixed bolt detailing (minimum edge distances) in AISC and CSA design codes</td></tr>\n <tr><td>00065197</td><td>The packing plate reduction factor in the IS design code was fixed</td></tr>\n <tr><td>00065406</td><td>Explanatory message \"interaction of tension and shear check\" in AISC improved</td></tr>\n <tr><td>00065437</td><td>The issue with contact between plates in the SFB beam was solved with a workaround using additional contact definitions</td></tr>\n <tr><td>00065513</td><td>The issue with the wrong boundary conditions after import from RFEM to Checkbot was resolved</td></tr>\n <tr><td>00065638</td><td>The operation PCUT is cutting the free end (where supported edges are and the load is applied) of the beam M6. That's an invalid operation. Therefore, the error message has been added in version 25.1</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00062019</td><td>The issue with the mesh in Detail was fixed</td></tr>\n <tr><td>00064689</td><td>The model was extremely large, and the calculation time became practically infinite. Therefore, the model was evaluated as inappropriate</td></tr>\n <tr><td>00064951</td><td>The issue with the plane cut fixed mesh generation was fixed</td></tr>\n <tr><td>00065090</td><td>Loading is correctly applied to the base plate in a 3D anchoring model</td></tr>\n <tr><td>00065138</td><td>The problem of bearing concrete by shear was solved </td></tr>\n <tr><td>00065181</td><td>Fixed the wrong name of the beam in the internal forces table.</td></tr>\n <tr><td>00065308</td><td>The issue with omega s has been fixed</td></tr>\n <tr><td>00065828</td><td>Creating stirrups is now fixed using the AUS code</td></tr>\n <tr><td>00065844</td><td>The issue with corrupted files in Detail and the error message: \"The given key '11' was not present in the dictionary\" is resolved</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00062556</td><td>Member issue with internal forces fixed</td></tr>\n <tr><td>00064982</td><td>A local issue with the 3D Scene has been resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00065367</td><td>The stirrups input for the double T section has been updated </td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.0.5
ID: 2e31e6d0-1542-4dae-97d9-9e942b6db902
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.0.4
ID: 6cf5f1c6-3a7a-4a31-96f0-4e90432e22b8
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The value should equal zero as the centre of gravity = shear centre. The bug has been fixed</td></tr>\n <tr><td>00062913</td><td>Stiffness results for joints with wide flanges corrected</td></tr>\n <tr><td>00062949</td><td>The nonconformity reaction forces in Connection are now shown in GCS</td></tr>\n <tr><td>00062950</td><td>A fix of the discrepancy between the plate editor and the 3D scene</td></tr>\n <tr><td>00063042</td><td>The issue with the error message in the Connection Library has been fixed</td></tr>\n <tr><td>00063275</td><td>This bug has been resolved. Materials can now be seen in project settings when shifted to AISC</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00061785</td><td>The issue with a divergent calculation of a stand-off base plate has been solved</td></tr>\n <tr><td>00062253</td><td>The issue in Detail where the back arrow button was disabled when navigating to the Project has been fixed</td></tr>\n <tr><td>00062389</td><td>The issue with the missing options to display crack width in Detail has been fixed</td></tr>\n <tr><td>00062664</td><td>A fix for report generation</td></tr>\n <tr><td>00062744</td><td>An issue related to the calculation of a 3D model has been fixed</td></tr>\n <tr><td>00062829</td><td>A fix of modeling a reinforcement in a 3D model type</td></tr>\n <tr><td>00062955</td><td>A fix of custom images being in a report</td></tr>\n <tr><td>00062983</td><td>A fix of the shear lug location by exporting from Connection to Detail </td></tr>\n <tr><td>00063122</td><td>This patch fixes an issue preventing designers from modifying cast-in plate fasteners</td></tr>\n <tr><td>00063146</td><td>Issue in the distributed point support on the edge in Detail 2D was fixed</td></tr>\n <tr><td>00063158</td><td>False divergency of the anchoring computational model resolved</td></tr>\n <tr><td><strong>Other</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00061112</td><td>Outdated content on GitHub was fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00063362</td><td>Correction of export to the Viewer</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.0.3
ID: 0f83b5e8-c555-4327-8b5e-4fcc678895ae
Show Raw Data
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 25.0.2
ID: 3a4b4f7c-f13e-4f8c-992e-161d13ff450a
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"value": "<p>Released June 13, 2025</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059938</td><td>The issue of being unable to delete unused material has been resolved</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060278</td><td>The missing data in the table in the tendon design is working again</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059655</td><td>An issue with the import of members from RFEM5 has been fixed</td></tr>\n <tr><td>00060124</td><td>Grouping of identical but symmetrical nodes in Checkbot imported via XML fixed</td></tr>\n <tr><td>00060566</td><td>The issue with importing the concrete block has been fixed</td></tr>\n <tr><td>00060570</td><td>Envelope combinations in Scia engineer containing load cases with a defined “Master load case” are not combined correctly after import in the IDEA StatiCa Checkbot application due to missing information in the SAF file. Added info to the Known limitations article</td></tr>\n <tr><td>00060575</td><td>An issue with the import of the pretensioned member has been fixed</td></tr>\n <tr><td>00060733</td><td>The eccentricities were not transferred from Chebot to Connection. The problem has been fixed</td></tr>\n <tr><td>00060854</td><td>Issue with missing bolts in a single export from Tekla solved</td></tr>\n <tr><td>00060865</td><td>Issue with missing bolts in a single export from Tekla solved</td></tr>\n <tr><td>00061564</td><td>An issue with the wrong rotation of a profile has been fixed</td></tr>\n <tr><td>00061664</td><td>An issue with the import of the load effect has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00058960</td><td>An issue with buckling has been identified when the baseplate model has a pin and shear lug. This has been fixed with </td></tr>\n <tr><td>00059189</td><td>The singularity due to the definition of welds has been fixed</td></tr>\n <tr><td>00059264</td><td>The cut of the plate was not done correctly. There was the problem with the butt weld between the stiffening plate and the arc segment of member. The CUT operation has been fixed</td></tr>\n <tr><td>00059429</td><td>An issue with the check of overloaded members in Connection has been fixed</td></tr>\n <tr><td>00059972</td><td>In the prequalified connections, a doubler plate detailing check was not detected. Now the doubler plates are identified and the detailing checks are properly completed</td></tr>\n <tr><td>00060010</td><td>The issue with different Sj,ini values for different lengths of the main beam in stiffness analysis was explained</td></tr>\n <tr><td>00060428</td><td>A problem of connections opening with large results has been fixed</td></tr>\n <tr><td>00060434</td><td>An issue with the display of contact operation in sketches has been fixed</td></tr>\n <tr><td>00060580</td><td>The issue with missing welds and duplication of missing weld names is fixed</td></tr>\n <tr><td>00060614</td><td>The wrong graphical display of bolt holes in the plate Editor, not showing the empty holes, was fixed</td></tr>\n <tr><td>00060695</td><td>The error when you click on the pen icon for the general shape in Connection is fixed</td></tr>\n <tr><td>00060707</td><td>The previous length of the superelements was too small and increased the stiffness of the connected elements by limiting deplanation</td></tr>\n <tr><td>00060767</td><td>The issue with missing welds and duplication of missing weld names is fixed</td></tr>\n <tr><td>00060796</td><td>The issue with adding a strip cross-section to a custom composite section in the general cross-section editor in the Connection app was fixed</td></tr>\n <tr><td>00060930</td><td>An issue with user-defined cross sections has been fixed</td></tr>\n <tr><td>00061005</td><td>An issue with opening a template from the wizard has been fixed</td></tr>\n <tr><td>00061049</td><td>An issue with creating the FE mesh has been fixed</td></tr>\n <tr><td>00061151</td><td>As designed, not a bug. The behavior is caused by changes in v25 where the length of the superelement is changed. Due to that, the rotation stiffness of the beam is much smaller, which influences the stiffness calculation</td></tr>\n <tr><td>00061160</td><td>The issue with displaying holes has been fixed</td></tr>\n <tr><td>00061352</td><td>Not a bug, the cause of this behavior is visible in the axial scheme, where the moment diagram for the load case is shown</td></tr>\n <tr><td>00061354</td><td>The Wideners in the operation with the same name were not formed correctly. The bug has been fixed</td></tr>\n <tr><td>00061450</td><td>The value unit \"weld size\" under the Parameters tab recalculates the size of the weld. So, the user should define throat thickness if using the weld size unit type. </td></tr>\n <tr><td>00061508</td><td>A problem with publishing a template into the Connection Library has been fixed</td></tr>\n <tr><td>00061697</td><td>Error when publishing connection models with anchoring with a shear lug in Connection Library fixed</td></tr>\n <tr><td>00061751</td><td>A remark about the changed weld types in the Summary was corrected</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059066</td><td>No load was applied to the unusual Detail model in 3D, and the calculation stopped without any information. The force export from Connection has been edited</td></tr>\n <tr><td>00059668</td><td>The property grid did not work properly, and the model did not apply the changes to the anchors' diameters. The problem has been fixed</td></tr>\n <tr><td>00060532</td><td>The calculation was not performed with a warning message that no combination for ULS checks has been defined. The bug has been fixed</td></tr>\n <tr><td>00060554</td><td>The result table for concrete stresses and strains in Detail 3D has been fixed</td></tr>\n <tr><td>00060674</td><td>Very fine mesh around the anchors caused the calculation not to perform. The mesh size around the anchors has been edited</td></tr>\n <tr><td>00060813</td><td>Incorrect surfaces were displayed in the scene after the CUT operation, and it was impossible to relate any items to them. The bug has been fixed</td></tr>\n <tr><td>00060832</td><td>The effects of self-weight were not taken into account in the internal forces and reactions in Detail 2D. The bug has been fixed</td></tr>\n <tr><td>00061172</td><td>The prestressing templates for 2D Detail have been fixed. The issue has been connected with the missing initial stress button in the property grid</td></tr>\n <tr><td>00061245</td><td>The incorrect properties of 65MPa concrete to the Australian standard was fixed</td></tr>\n <tr><td>00061312</td><td>An issue of being unable to export a base plate to the 3D Detail app from Connection has been resolved</td></tr>\n <tr><td>00061784</td><td>An issue with the reinforcement distance definition in Detail has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060284</td><td>An issue with the change of material after saving and reopening the project was fixed</td></tr>\n <tr><td>00061138</td><td>Issue of non-functional supports on related members in intermediate nodes of a continuous analyzed member in member for concrete fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060047</td><td>A warning message was added in RCS when the Dutch national annex is chosen + compression member + nominal curvature method for calculating second-order effects, that this nominal curvature method is not permitted according Dutch NA</td></tr>\n <tr><td>00061593</td><td>The error when trying to change material properties in RCS is fixed</td></tr>\n <tr><td>00061868</td><td>It was not possible to run the API RCS for the concrete license. Now it is possible to use the API RCS for all license types</td></tr>\n</tbody></table>"
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Name: RN: Solved incidents 25.0.0
ID: 6a41ac92-50bc-455d-9024-56a55b840fdc
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Name: RN: Solved incidents 24.1.5
ID: 0e4b06d7-1714-4d16-9e9d-904878c5fef5
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 24.1.3
ID: 56c5294a-f043-467c-9d9a-9cee08c0c3c8
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 24.1.2
ID: 3c4dbc16-872e-4a98-ba0f-8cfdbacc6fb9
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Name: RN: Solved incidents 24.1.1
ID: 4eda7bfd-7a6e-4867-8e76-e13e9f65efcc
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 24.1.0
ID: d1ee1fff-57cf-4cec-b666-643cf56742a4
Show Raw Data
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Materials were imported, but could not be used in operations</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00050627</td><td>The issue with the calculation of deflection has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00049549</td><td>IDEA StatiCa now works with SDS2 Version 2024</td></tr>\n <tr><td>00051843</td><td>Synchronization in Checkbot works (the member is no longer synchronized, but remains there; it cannot be deleted).</td></tr>\n <tr><td>00052381</td><td>A supported version of ETABS has to be installed as the last one for the BIM links to work</td></tr>\n <tr><td>00052935</td><td>An issue with missing results in Checkbot has been fixed</td></tr>\n <tr><td>00052976</td><td>The BIM link with SCIA engineer is working properly</td></tr>\n <tr><td>00053465</td><td>An issue with import from Tekla has been fixed</td></tr>\n <tr><td>00053719</td><td>An issue with opening an older project in Checkbot has been fixed</td></tr>\n <tr><td>00053740</td><td>If the connection is exported to IFC, it can be correctly displayed in BIMVision or Solibri</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052267</td><td>The issue with opening ideacon file was fixed</td></tr>\n <tr><td>00050679</td><td>An issue when the preferred weld increment size was not used when incrementing weld size is fixed</td></tr>\n <tr><td>00051794</td><td>An issue with the wrong weld type conversion from EN to AISC solved</td></tr>\n <tr><td>00052722</td><td>An issue with missing results for buckling analysis in Connection has been fixed</td></tr>\n <tr><td>00052965</td><td>Unable to reproduce in release 24.1.0 - marked as resolved by the development team</td></tr>\n <tr><td>00053157</td><td>An issue with the collision check in Connection has been fixed</td></tr>\n <tr><td>00053162</td><td>The correct value for MRd,ser in the report for the pin bending utilization check is displayed</td></tr>\n <tr><td>00053243</td><td>The value of surface emissivity for the steel member is set to the value corresponding to EN 1993-1-2</td></tr>\n <tr><td>00053267</td><td>Fixed temperature isobands (colors draw) in the check tab for some cases.</td></tr>\n <tr><td>00053508</td><td>An issue when the plate cut creates 2 welds on a single weld line is fixed</td></tr>\n <tr><td>00053511</td><td>An issue with a template missing under the \"Propose\" option was fixed</td></tr>\n <tr><td>00053743</td><td>A better distinction has been implemented between A325 bolt assemblies</td></tr>\n <tr><td>00054155</td><td>A question about anchor checks was answered</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051201</td><td>An issue with continuous reinforcement was fixed</td></tr>\n <tr><td>00053404</td><td>App crash during adding new DRM into the project was fixed</td></tr>\n <tr><td>00053452</td><td>The wrong unit presentation for surface loads in 3D Detail was fixed</td></tr>\n <tr><td>00053559</td><td>A more accurate warning for calculation failure was implemented in 3D Detail</td></tr>\n <tr><td>00053812</td><td>Concrete materials are now listed in the report</td></tr>\n <tr><td>00054113</td><td>An issue with lost results after saving the project was fixed</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053451</td><td>When the error 'Number of allowed activations exceeded' occurs when trying to log in, you can still access the IDEA StatiCa start window in the latest version</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052775</td><td>Singularity in the fire resistance model was corrected in Member for concrete</td></tr>\n <tr><td>00053275</td><td>In some cases, due to working with the app through the cloud, the system file desktop.ini appeared in the model folder, making it impossible to edit the connection. 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Name: RN: Solved incidents 24.0.6
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Name: RN: Solved incidents 24.0.5
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Name: RN: Solved incidents 24.0.4
ID: adc94a0e-8574-4db3-9f84-c23275472cff
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 24.0.3
ID: 0c4ee7f9-29a9-408b-b290-2e2f32ff0e98
Show Raw Data
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 24.0.2
ID: 808ed24c-cac8-426d-a7d1-9548aeb94a3e
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it was not a bug</td></tr>\n <tr><td>00045498</td><td>Corrected the fire analysis calculation in the case of bolted member</td></tr>\n <tr><td>00047239</td><td>Fixed a bug where closing the app after unselecting all products in the license application resulted in an error message on the next launch</td></tr>\n <tr><td>00047497</td><td>The issue with incorrect dimensions of rolled T-sections is fixed</td></tr>\n <tr><td>00047948</td><td>Correct calculation of the distance of the bolt from the edge for circular plate in detailing checks</td></tr>\n <tr><td>00048059</td><td>An issue with the \"cut of member\" operation in Connection has been fixed</td></tr>\n <tr><td>00048355</td><td>Corrected mesh discontinuity around holes</td></tr>\n <tr><td>00048566</td><td>An issue with incorrect mapping during the import of design from Connection Library has been fixed</td></tr>\n <tr><td>00048568</td><td>An issue with material properties for high strength steel for Australian Standard and Eurocode has been fixed</td></tr>\n <tr><td>00048707</td><td>Corrected the difference of visibility of welds in CUT Operation for Checkbot and Standalone</td></tr>\n <tr><td>00048847</td><td>The issue connected with the RHS section added manually and via library for AISC, where the incompatibility of results has been diagnosed, is fixed </td></tr>\n <tr><td>00049097</td><td>The problem with the dxf import in IDEA StatiCa Connection, when roundings are included, has been fixed</td></tr>\n <tr><td>00049178</td><td>The issue when the fastener grid command did not create bolts is fixed</td></tr>\n <tr><td>00049207</td><td>The issue when the fastener grid command did not create bolts is fixed</td></tr>\n <tr><td>00049280</td><td>Warning message formatting of prequalified connection check has been fixed</td></tr>\n <tr><td>00049523</td><td>The diagram of forces in pins corrected</td></tr>\n <tr><td>00049748</td><td>An issue with incorrect detailing check has been fixed</td></tr>\n <tr><td>00049809</td><td>An issue with program crush during calculation has been fixed</td></tr>\n <tr><td>00050127</td><td>An issue impacting the edge distance calculated for circular stiffening plates has been resolved</td></tr>\n <tr><td><strong>Connection Library</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045603</td><td>In the web connection library, when a connection is not available, it shows better information</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048449</td><td>The Issue with deleting the model unused cross-sections was solved</td></tr>\n <tr><td>00049299</td><td>Interconnection with reinforcement fixed for patch device</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048697</td><td>The problem with the interruption of the calculation in IDEA StatiCa Member when there is a bolted connection has been resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00046272</td><td>The issue with detailing for walls in RCS has been fixed</td></tr>\n <tr><td>00047232</td><td>Member: Load builder adaptation for concrete members opened from Checkbot has been fixed</td></tr>\n <tr><td>00047884</td><td>The user was using Windows 7, solved by launching RCS on his more recent Windows 10 computer</td></tr>\n <tr><td>00048958</td><td>API for RCS has been updated and fixed</td></tr>\n <tr><td>00049180</td><td>The issue with reinforcement not updating directly after making changes has been fixed</td></tr>\n <tr><td>00049202</td><td>The decimal separator in RCS is again based on the PC settings and not on the language</td></tr>\n <tr><td>00049625</td><td>The issue with an error message when generating a report in RCS has been fixed</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 24.0.1
ID: 0e230b0d-fb70-4b3d-a4ab-e7d9b7a0ed6a
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"value": "<p>Released May 14, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048269</td><td>An issue with creating a general cross-section in the editor has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045014</td><td>An issue with the wrong rotation of a cross-section imported from Tekla has been fixed</td></tr>\n <tr><td>00045846</td><td>Checkbot error message when importing a model from STAAD.Pro was revised and fixed.</td></tr>\n <tr><td>00045944</td><td>The AD 2024 1.2 plugin has been tested and is validated for use as a BIM link with IDEA StatiCa</td></tr>\n <tr><td>00046233</td><td>An issue with the import of nodes from RFEM has been fixed</td></tr>\n <tr><td>00046561</td><td>Now the rotations of angles cross sections coming from STAAD.Pro to Checkbot are matching. </td></tr>\n <tr><td>00047252</td><td>An issue with import from Tekla has been fixed</td></tr>\n <tr><td>00047824</td><td>The Checkbot link is now available for SDS2 Version 2024</td></tr>\n <tr><td>00048486</td><td>The issue with crashing Tekla 2024 in cooperation with Checkbot 24.0 fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048035</td><td>An issue with the new pin material has been identified and fixed.</td></tr>\n <tr><td>00048234</td><td>An issue with misleading detailing check has been fixed</td></tr>\n <tr><td>00048344</td><td>An issue with the dxf definition of a plate has been corrected.</td></tr>\n <tr><td>00048430</td><td>The issue with the DFX import in the Connection app has been fixed</td></tr>\n <tr><td>00048608</td><td>The issue with the DXF import has been fixed, so it is possible to import a DXF as expected</td></tr>\n <tr><td>00048757</td><td>The issue connected with a report in another language has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00046325</td><td>The issue connected with limit force has been fixed</td></tr>\n <tr><td>00048374</td><td>The problem with the crack width limit value in the Detail app was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047692</td><td>The issue with creating CUT has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047745</td><td>The issue with the interaction check in RCS has been fixed</td></tr>\n <tr><td>00047903</td><td>The calculation of S_{r,max} is corrected for complex sections due to the incorrect calculation of the spacing between the bonded reinforcement</td></tr>\n <tr><td>00048178</td><td>The issue regarding the limited interaction check switched on not being copied to other sections in RCS was fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048307</td><td>An issue with the case sensitivity of the file suffix fixed</td></tr>\n</tbody></table>"
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Name: RN: Solved incidents 24.0.0
ID: e8eab9ed-7f8b-45e2-853d-cc1a446c0ed0
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Name: RN: Solved incidents 23.1.5
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Name: RN: Solved incidents 23.1.4
ID: 5133076c-66e3-4a63-ad2a-6e3f6d7bdce4
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 23.1.3
ID: 4cd40730-d064-489b-943d-75dcca07b3ad
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Name: RN: Solved incidents 23.1.2
ID: 94713b7b-212f-4c70-87c2-33671dc3b3f5
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"value": "<p>Released December 12, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039453</td><td>The issue about the cut operation related to this case has been repaired </td></tr>\n <tr><td>00041557</td><td>A warning has now been added when creating general sections using cold-formed sections. The welding of such sections in this manner is not recommended</td></tr>\n <tr><td>00042281</td><td>An issue with welded cross sections has been fixed, and warnings have now been added</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042514</td><td>The problem with detailed report generation in the Beam application was solved</td></tr>\n <tr><td>00042879</td><td>Fixed crashing of Beamm app during deflections calculation</td></tr>\n <tr><td>00043184</td><td>Fixed generation of incomplete reports in the Beam app</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00037839</td><td>The problem with importing combinations from Checkbot to Member has been solved</td></tr>\n <tr><td>00041464</td><td>Fixed manufacturing operation Cuts of member while importing model from Tekla structures through IDEA Checkbot.</td></tr>\n <tr><td>00042010</td><td>Fixed wrong import of tapered sections into IDEA StatiCa BIM from midas Civil</td></tr>\n <tr><td>00042014</td><td>The messaging was improved when updating the model or merging members in Checkbot</td></tr>\n <tr><td>00042024</td><td>The issue with the local axis and importing of internal forces from RFEM has been fixed</td></tr>\n <tr><td>00042392</td><td>An issue with additional operations after import from Tekla has been fixed</td></tr>\n <tr><td>00042466</td><td>There was an issue between TSD 2023 and Idea StatiCa 23.1, and it was solved by updating .NET 6.0</td></tr>\n <tr><td>00042566</td><td>The issue related to the load import from Robot has been fixed</td></tr>\n <tr><td>00043056</td><td>An issue with the wrong geometrical type of member imported from AS has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041216</td><td>The issue when the stiffener was created at the wrong position was fixed</td></tr>\n <tr><td>00041411</td><td>An issue with the operation stiffener has been fixed</td></tr>\n <tr><td>00042002</td><td>Export of anchors using IFC fixed</td></tr>\n <tr><td>00042059</td><td>Fixed wrong calculation of concrete breakout cone area for a group of tensioned anchors</td></tr>\n <tr><td>00042207</td><td>Resolved multiple butt welds over each other to run the analysis</td></tr>\n <tr><td>00042211</td><td>Adaptation of weld evaluation on tubes</td></tr>\n <tr><td>00042293</td><td>Corrected calculation of effective stress area in concrete breakout strength</td></tr>\n <tr><td>00042310</td><td>Fixed failing application of complex connection from Connection library on clean connection in Connection app</td></tr>\n <tr><td>00042450</td><td>Cleat operation with asymmetrical cleat CS generated broken geometry. Problem was fixed</td></tr>\n <tr><td>00042498</td><td>The angle of the stiffening plate has to be set the same as the angle of the connected member</td></tr>\n <tr><td>00042597</td><td>An issue with ARC segments in the DXF import process for custom plates has been fixed</td></tr>\n <tr><td>00042668</td><td>Issue with wrong image size in Connection app report, if 4K resolution in Windows is used, was fixed</td></tr>\n <tr><td>00042730</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00042841</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00042880</td><td>Openings are correctly exported to the IFC model</td></tr>\n <tr><td>00042951</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00042952</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00043025</td><td>The issue with Connection app crashing during closing file was fixed</td></tr>\n <tr><td>00043268</td><td>The issue related to starting the Connection app has been fixed</td></tr>\n <tr><td>00043432</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00043542</td><td>An issue with IFC Export has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042525</td><td>The issue with the DXF import has been fixed</td></tr>\n <tr><td>00042614</td><td>The issue with applying reinforcement was fixed, and calculation was performed </td></tr>\n <tr><td>00042837</td><td>The issue with the DXF import has been fixed</td></tr>\n <tr><td>00043190</td><td>The calculation of SLS combinations has been fixed</td></tr>\n <tr><td>00043435</td><td>The issue with the DXF import has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042533</td><td>An issue with adding point loads in Member has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036380</td><td>The shear calculation has been improved and implemented</td></tr>\n <tr><td>00042274</td><td>Icon for MPRL launch was added into RCS for easier solution of duplicities in MPRL</td></tr>\n <tr><td>00043229</td><td>In RCS, the wrong identification of concrete cover for crack width calculation was fixed</td></tr>\n</tbody></table>"
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Name: RN: Solved incidents 23.1.1
ID: 3b8d2536-238a-4d7f-82c1-0b8174629c3f
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The issue was in the 'greater than' operator</td></tr>\n <tr><td>00040617</td><td>The calculation of the stiffness of connection for more activated combinations has been fixed</td></tr>\n <tr><td>00040832</td><td>The calculation report when using stand-off anchors was corrected</td></tr>\n <tr><td>00041168</td><td>The issue with the cut operation has been fixed</td></tr>\n <tr><td>00041311</td><td>Fixed geometry issue that occurs when editing the position of bolt holes in exploded bolt hole pattern</td></tr>\n <tr><td>00041698</td><td>The problem with the IFC export of the model with Rod members is fixed</td></tr>\n <tr><td>00041734</td><td>Doubled fillet weld in the IFC file corrected</td></tr>\n <tr><td>00041835</td><td>A problem with some older connection files has been found and corrected</td></tr>\n <tr><td>00041850</td><td>The missing rod in the IFC file corrected</td></tr>\n <tr><td>00041887</td><td>The issue with unsymmetric stress distribution has been fixed</td></tr>\n <tr><td>00041905</td><td>The problem with boundary lines around images in the report is solved</td></tr>\n <tr><td>00042004</td><td>The wrong position of bolts in the IFC file corrected</td></tr>\n <tr><td>00042015</td><td>The problem with the mesh generation error has been solved</td></tr>\n <tr><td>00042065</td><td>In case of low-level loading or many contacts, some adaptation of setup is needed. Model and mesh: The number of analyses and Divergent iterations count should be doubled</td></tr>\n <tr><td>00042087</td><td>The issue with the bolts' position during exporting the IFC file has been fixed</td></tr>\n <tr><td>00042195</td><td>An issue with incorrect bolt position in the IFC file export from the Connection application has been fixed</td></tr>\n <tr><td>00042198</td><td>The issue with incorrect language in the Design tab solved</td></tr>\n <tr><td>00042337</td><td>The visualization of the bolts that used to appear to be hanging in the air has been corrected and the IFC file now opens as expected</td></tr>\n <tr><td>00042712</td><td>The issue with opening certain connections with concrete has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042280</td><td>Delete all feature is working now</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041267</td><td>The bug in the license agent has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032604</td><td>The 1D rod member has been added to IDEA StatiCa Member</td></tr>\n <tr><td>00041735</td><td>Fixed issue when a reinforced concrete beam in the Member app was loaded by shear Y and Z direction in separate load cases. 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}Widget #NaN: support_center_article
Name: RN: Solved incidents 23.1.0
ID: 40b1a4dd-02d6-4370-8714-93590f79fab6
Show Raw Data
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}Version 22.1.6 hotfix
Released Oct 17, 2023
Patch 22.1.6.0493. Fix of Tekla BIM link issues.
Version 21.1.9
Released Oct 17, 2023
Licensing update.
Widget #NaN: support_center_article
Name: RN: Solved incidents 23.0.5
ID: 89c1e8a2-e7f9-46fe-a03a-da33b9a5dabe
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Name: RN: Solved incidents 23.0.4
ID: af0fbeab-388e-4287-a816-08234b167201
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Name: RN: Solved incidents 23.0.3
ID: 10737c9d-f105-43b1-9f70-344191644e74
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In some situations, when a more complex cut operation was used, welds were not generated</td></tr>\n <tr><td>00037322</td><td>An issue regarding anchors in an edited baseplate has been fixed</td></tr>\n <tr><td>00037446</td><td>Automatic zooming out of pictures saved in the gallery has been fixed</td></tr>\n <tr><td>00037576</td><td>Fix of large circular end plate connection with model convergence problems</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036358</td><td>An issue with calculations stopping mid-process in Detail has been fixed</td></tr>\n <tr><td>00036634</td><td>An issue with running the calculation in Member App has been solved</td></tr>\n <tr><td>00037332</td><td>The model was investigated and the solution was sent to the user. Specified corrupted files need to be removed to save the model</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035349</td><td>Allowable stress interval is calculated in the right way (ξ · sigmaRsk(N*)) but it is limited by a limit yield strength of 500 MPa</td></tr>\n <tr><td>00036252</td><td>Fixed calculation of a general cross-section - the minimal size of a mesh element</td></tr>\n <tr><td>00036336</td><td>Updated generation/regeneration of reinforcement, which is defined as layers</td></tr>\n <tr><td>00036621</td><td>Discrepancies in results between Beam and RCS App have been fixed</td></tr>\n <tr><td>00036655</td><td>Interaction for sections under 100% is now evaluated as satisfactory</td></tr>\n <tr><td>00037300</td><td>The check of maximum depth of the compressive concrete zone according to the Dutch annex. 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Name: RN: Solved incidents 23.0.1
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Now it is possible to switch off internal forces</td></tr>\n <tr><td>00036573</td><td>The information about deflections for composite sections was rewritten</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032347</td><td>Fixed wrong export of cross-section in STAAD.Pro</td></tr>\n <tr><td>00034272</td><td>Exporting the complicated composite section from Beam to Detailhe will not fail anymore</td></tr>\n <tr><td>00035261</td><td>Fixed incorrect export of force and moment components when a combination contains the same load case twice in STAAD.Pro</td></tr>\n <tr><td>00035546</td><td>The issue with the wrong buckling factor for rod members has been fixed</td></tr>\n <tr><td>00035563</td><td>The issue with the import of the 2U cross-section from RSTAB has been fixed</td></tr>\n <tr><td>00035697</td><td>The issue with Tekla export is solved</td></tr>\n <tr><td>00035911</td><td>Corrected issue with data import from RFEM</td></tr>\n <tr><td>00036009</td><td>Fix of transfer of load combinations from RFEM</td></tr>\n <tr><td>00036120</td><td>Corrected member cross-section orientation after export from STAAD.Pro to Member</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034581</td><td>Influence of shear force when using rod cross-section corrected </td></tr>\n <tr><td>00035026</td><td>The coefficient for filler plates in the Australian Code corrected</td></tr>\n <tr><td>00035124</td><td>The assigning of the negative volume was fixed</td></tr>\n <tr><td>00035311</td><td>Corrected weld constraints for symmetrical beam-to-beam end plate connection to give symmetrical results in weld stress</td></tr>\n <tr><td>00035669</td><td>The issue with .dxf is solved</td></tr>\n <tr><td>00035741</td><td>The issue with disconnected plates of the U profile has been fixed</td></tr>\n <tr><td>00035750</td><td>Load extreme selection functionality has been extended by one condition comparing stresses in members</td></tr>\n <tr><td>00035808</td><td>An issue with missing templates in Connection Library due to cloud storage temporary error has been fixed</td></tr>\n <tr><td>00035829</td><td>Operation Connecting plate when rod cross-section used was corrected</td></tr>\n <tr><td>00035927</td><td>The issue with empty section views has been fixed</td></tr>\n <tr><td>00035933</td><td>Several meshing issues have been identified and fixed</td></tr>\n <tr><td>00035950</td><td>The issue with missing fillet welds after import from Advance Steel has been fixed</td></tr>\n <tr><td>00035970</td><td>Partial safety factors for both welds and bolts in fire design are now available</td></tr>\n <tr><td>00035997</td><td>The issue with identical names of loads corrected</td></tr>\n <tr><td>00036034</td><td>The situation about buckling analysis and negative values was fixed</td></tr>\n <tr><td>00036095</td><td>Fix of an error when generating a report</td></tr>\n <tr><td>00036111</td><td>The issue with meshing around the bolt opening solved</td></tr>\n <tr><td>00036122</td><td>The issue with missing welds of the welded section has been fixed</td></tr>\n <tr><td>00036128</td><td>Mesh generation error - fix of a cut with an offset</td></tr>\n <tr><td>00036163</td><td>The issue with mesh generating was fixed</td></tr>\n <tr><td>00036199</td><td>Warning for incorrect input of geometry added</td></tr>\n <tr><td>00036209</td><td>Welds no longer disappear when Y or Z eccentricity exceeds 1 mm</td></tr>\n <tr><td>00036226</td><td>A bug in the Report generation was fixed</td></tr>\n <tr><td>00036242</td><td>The issue with the discontinuity of welded cross-sections was fixed</td></tr>\n <tr><td>00036260</td><td>Fixed blank report page</td></tr>\n <tr><td>00036324</td><td>There was an issue regarding welded compound sections and eccentricities that has now been fixed</td></tr>\n <tr><td>00036327</td><td>An issue with partially missing welds of a general welded section when setting an eccentricity of a member has been fixed</td></tr>\n <tr><td>00036433</td><td>The weld size now includes intervals of 1/16 inch when using imperial units</td></tr>\n <tr><td>00036476</td><td>The cut operation applied on Stub operation and circular sections was fixed</td></tr>\n <tr><td>00036509</td><td>The issue with the error in the report is solved</td></tr>\n <tr><td>00036540</td><td>Section model views fixed</td></tr>\n <tr><td>00036637</td><td>Workaround is provided for issues with support in image in a report </td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035523</td><td>The calculation issue of the model in the general position was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035104</td><td>Corrected issue with meshing in the anchoring operation</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034663</td><td>The issue with the nonconformity message for the crack width check in Dutch is solved</td></tr>\n <tr><td>00034933</td><td>The issue with minimum reinforcement in RCS is solved</td></tr>\n <tr><td>00035481</td><td>The issue regarding shear force capacity in RCS is solved</td></tr>\n <tr><td>00035495</td><td>The issue with art 6.1(9) from the Dutch national annex has been solved</td></tr>\n <tr><td>00035765</td><td>The issue with the order of sections in the report in RCS is solved</td></tr>\n <tr><td>00036495</td><td>Fixed shear and torsion interaction for zero torsion or zero shear cases</td></tr>\n <tr><td>00036620</td><td>The wrong identification of shear reinforcement in the 2D section interaction check was fixed</td></tr>\n</tbody></table>"
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Name: RN: Solved incidents 23.0.0
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Also, there is now a clear notification that the value of ξ should be explicitly set by the user if it is different than the one defined in the Eurocodes</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031467</td><td>An issue that results in some loads being missed from the Robot Structural Analysis BIM link has been resolved</td></tr>\n <tr><td>00033702</td><td>Several issues regarding sections and load effects with the RFEM6 BIM link have been identified and fixed</td></tr>\n <tr><td>00034106</td><td>Import of internal forces has been fixed by export to IDEA StatiCa Checkbot</td></tr>\n <tr><td>00034171</td><td>Import of the circular hollow section for parametrized profile was fixed</td></tr>\n <tr><td>00034300</td><td>Failing export of connections from STAAD.Pro to Checkbot fixed</td></tr>\n <tr><td>00034371</td><td>The issue with the import of parallel flat bars from RFEM has been fixed</td></tr>\n <tr><td>00034676</td><td>The problem with Tekla export was solved</td></tr>\n <tr><td>00034691</td><td>The error message \"Unable to import cross-section\" when importing connections from RFEM 6 resolved</td></tr>\n <tr><td>00034732</td><td>An issue with the incorrect (opposite) direction of the concrete block and anchors in the baseplate connection after the import to the Checkbot app has been fixed</td></tr>\n <tr><td>00034764</td><td>Issues with specific operations of connections after opening the structure as a whole in the Member application have been fixed</td></tr>\n <tr><td>00034774</td><td>Incorrect import of RHS (rotating about the main axis) from SCIA Engineer fixed</td></tr>\n <tr><td>00034835</td><td>The issue with the import of load effects from RStab has been fixed</td></tr>\n <tr><td>00034996</td><td>The wrong import of forces from AXIS VM model to Checkbot was fixed</td></tr>\n <tr><td>00034997</td><td>The issue with the graphical representation of hollow profiles imported from RFEM has been fixed</td></tr>\n <tr><td>00035064</td><td>The error message \"Duplicated load case\" when importing connections from RFEM 6 resolved</td></tr>\n <tr><td>00035314</td><td>The issue with incorrect geometry of the parametric cross-section imported from RFEM has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032093</td><td>The problematic cut and weld in Connection were fixed</td></tr>\n <tr><td>00032498</td><td>The bug consisting of showing the wrong result of the buckling factor for a rod connected by a connecting plate operation in certain connection models resolved</td></tr>\n <tr><td>00032879</td><td>Incorrect results in checks of symmetrical anchoring with beta angle 0° and 180° fixed</td></tr>\n <tr><td>00033014</td><td>The Connection Library template was updated and fixed</td></tr>\n <tr><td>00033735</td><td>The problematic cut of a tube by another tube was fixed</td></tr>\n <tr><td>00033893</td><td>Cut of a diagonal by a work plane was implemented</td></tr>\n <tr><td>00034034</td><td>Problem with detecting multiple anchor groups when going through multiple plates and determining the effective area required for the concrete breakout checks resolved</td></tr>\n <tr><td>00034183</td><td>The the issue with the incorrect definition of the free edge has been fixed</td></tr>\n <tr><td>00034236</td><td>Tha tab with summary results for HT analysis has been added to the report</td></tr>\n <tr><td>00034240</td><td>The incorrect definition of stiffeners was fixed</td></tr>\n <tr><td>00034362</td><td>An issue impacting the .pdf export from the Report tab has been fixed, the sizes should now correspond to a standard A4</td></tr>\n <tr><td>00034553</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00034596</td><td>Issue with wrong results in the Developer mode corrected</td></tr>\n <tr><td>00034693</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00034798</td><td>Problem with an anchor missing in the calculation fixed</td></tr>\n <tr><td>00034811</td><td>The messaging of \"out of scope\" issues was enhanced</td></tr>\n <tr><td>00034836</td><td>The issue with Tekla export to IDEA was solved</td></tr>\n <tr><td>00034870</td><td>It was not really a bug, but issue was explained more clearly to the client.</td></tr>\n <tr><td>00034892</td><td>Issue with missing Weld and Plate name symbols in the Connction app - Section view has been resolved</td></tr>\n <tr><td>00034960</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035054</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035229</td><td>Issue with missing symbols / remarks in sections was solved</td></tr>\n <tr><td>00035478</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035479</td><td>Different results were obtained when cutting members by different methods. Now the issue is fixed</td></tr>\n <tr><td>00035490</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035499</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035506</td><td>Bug with green check even though u.c. > 100% was solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032833</td><td>Issue with the graphical representation of crack results has been fixed.</td></tr>\n <tr><td>00033570</td><td>The utilization of reinforcement bars is already taken from the stress output and not from the strain. More transparent code-check for the users</td></tr>\n <tr><td>00034627</td><td>Automatic numbering of added subregions was fixed</td></tr>\n <tr><td>00035016</td><td>The issue with the specific length of corbel has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033084</td><td>Support options for analyzed members that do not have any effect hidden and left only for the related members</td></tr>\n <tr><td>00035162</td><td>The bug with switching inter foces values of Vy and Vz when importing load effects from one connection project to another for members with channel sections resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034121</td><td>The parameteres of the steel were corrected. 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Released Apr 27, 2023
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Name: RN: Solved incidents 22.1.4
ID: 2d99b9ad-0875-4632-9ed6-a3dc9fb28335
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Name: RN: Solved incidents 22.1.3
ID: 995ca7c3-046f-4010-bc07-51acc44c9715
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Name: RN: Solved incidents 22.1.2
ID: a743f84b-2335-4839-bd3d-c428f6c0e439
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corrected</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028506</td><td>The singularity detected on the concrete block has been moved to the next development phase</td></tr>\n <tr><td>00029494</td><td>Issue of missing values was solved</td></tr>\n <tr><td>00030554</td><td>Corrected the visualization of welds at inclined members</td></tr>\n <tr><td>00030783</td><td>Fixed incorrect determination of psiM,N used in Concrete breakout resistance anchor in tension check</td></tr>\n <tr><td>00030907</td><td>The issue with the check of preloaded bolts according to Chinese standard was solved</td></tr>\n <tr><td>00030978</td><td>The issue with the removal of stiffener plate was solved</td></tr>\n <tr><td>00030997</td><td>Error with changing the Stiffener type (in Shifted end plate operation) from 'Full' to 'None' was fixed</td></tr>\n <tr><td>00031009</td><td>Incorrect reporting of Design Resistance with anchors has been fixed</td></tr>\n <tr><td>00031108</td><td>Problems when copying loads from Excel have been fixed</td></tr>\n <tr><td>00031126</td><td>Switching between the analysis types - error message fixed</td></tr>\n <tr><td>00031154</td><td>Error with changing the Stiffener type (in Shifted end plate operation) from 'Full' to 'None' was fixed</td></tr>\n <tr><td>00031302</td><td>Errors in the bolt group dialog, when a shear lug was selected, have been fixed</td></tr>\n <tr><td>00031308</td><td>The issue with removal of stiffener plate was solved</td></tr>\n <tr><td>00031324</td><td>Bolt bearing checks when in slotted holes have been solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028768</td><td>The equilibrium issue is solved</td></tr>\n <tr><td>00030924</td><td>The issue with short-term losses is solved</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030548</td><td>The member with TT cross-section can be calculated now</td></tr>\n <tr><td>00031110</td><td>The graphics associated with connections in Checkbot and Connection have been harmonized</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028487</td><td>Issue with sigma cp was solved</td></tr>\n <tr><td>00028921</td><td>Issue with brittle failure was solved</td></tr>\n <tr><td>00030032</td><td>Issue with RCS fatigue total lifecycle was solved</td></tr>\n <tr><td>00030321</td><td>The name of the equations was updated according to new SIA</td></tr>\n <tr><td>00030440</td><td>Issue with RCS fire resistance was solved (interpolation between values from table is now applied)</td></tr>\n <tr><td>00031010</td><td>The calculation of crack width is corrected</td></tr>\n <tr><td>00031353</td><td>We had meeting with Lukas Bobek and clarified how IDEA works, also some bugs were resolved</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030292</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030426</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030507</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030749</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030750</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030766</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030767</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030829</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030848</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030849</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030854</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030871</td><td>Incorrect import of the connection has been solved</td></tr>\n</tbody></table>"
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Name: RN: Solved incidents 22.1.1
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Name: RN: Solved incidents 22.0.5
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Name: RN: Solved incidents 22.0.4
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Name: RN: Solved incidents 22.0.3
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Name: RN: Solved incidents 22.0.2
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Name: RN: Solved incidents 22.0.1
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}Version 21.1.8
Released Apr 27, 2023
Licensing update.
Version 21.1.7
Released Jan 05, 2023
Licensing update.
Version 21.1.6
Released May 06, 2022
We improved the way of reserving and releasing license seats in the license pool of your company. New dialogues make it easier to identify which seats are occupied/available. You can also easily define when your seat should return to the pool. Read more about how to Reserve/release seats from the license pool.
Consequences of changes in the licensing system
- Only version 21.1.6 can be started with version 22 on the same computer concurrently.
- If you want to start an older version (20, 20.1, 21.0, 21.1) you need to first log out from IDEA StatiCa 21.1.6 or newer.
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Name: RN: Solved incidents 21.1.5
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Name: RN: Solved incidents 21.1.4
ID: 8d350087-ebbd-4fc4-8b22-f2bb37e8bfde
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Name: RN: Solved incidents 21.1.3
ID: 13ccb239-9bfd-4ce9-83f9-7335fd233b82
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"value": "<p>Released Jan 14, 2022</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00022187</td><td>The discrepancy between the friction coefficient stated in the report chapter 3 and 4 was fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020445</td><td>When using the BIM link between Midas Civil and IDEA StatiCa, results due to non-linear temperature are not imported to IDEA StatiCa. 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Name: RN: Solved incidents 21.1.2
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"value": "<p>Released 20-12-2021</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020200</td><td>The application displayed an incorrect value of maximal compressive stress. Fixed.</td></tr>\n <tr><td>00020345</td><td>The precision of iteration was increased for RCS application and also for bridge load rating analysis. </td></tr>\n <tr><td>00020639</td><td>The report of bridge load rating was fixed for selected design groups in IDEA StatiCa BIM.</td></tr>\n <tr><td>00020724</td><td>The trouble with the Support button in the Italian language. Fixed.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020755</td><td>Error message after import of a node from RFEM corrected</td></tr>\n <tr><td>00020884</td><td>Incorrect import of members and loads from RFEM fixed</td></tr>\n <tr><td>00020924</td><td>Incorrect behavior of the button Loads in Checkbot fixed</td></tr>\n <tr><td>00020978</td><td>Synchronization of members merged in Checkbot with original different cross-sections produced an error. Members must have the same cross-section in the 3rd party model unless they can not be synchronized after merging in Checkbot.</td></tr>\n <tr><td>00021065</td><td>Disappearing of members in Checkbot's 3D scene when importing from Robot fixed</td></tr>\n <tr><td>00021104</td><td>Loading the correct number of load cases from Checkbot into Connection fixed</td></tr>\n <tr><td>00021389</td><td>Fix of problem with a crash when exporting a node from SCIA Engineer 21.1 to the Checkbot.</td></tr>\n <tr><td>00021422</td><td>Import from Advance Design stops at 80 % fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020547</td><td>Incorrect settings of tensile material diagram for Russian prestressed bolts fixed</td></tr>\n <tr><td>00020633</td><td>Selection of user-defined materials properties under Indian Standard (IS) fixed. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></td></tr>\n <tr><td>00020705</td><td>Incorrect equilibrium computation from loads applied on import from Tekla Structures fixed</td></tr>\n <tr><td>00020821</td><td>Fix of a cut by negative volume operation which caused issues with condensed elements</td></tr>\n <tr><td>00020831</td><td>Fix of a cut by negative volume operation which caused issues with condensed elements</td></tr>\n <tr><td>00020853</td><td>Code-check of shear for a shear lug under LRFD 2010 fixed.</td></tr>\n <tr><td>00020860</td><td>Incorrect view of stiffening plate in the Viewer fixed</td></tr>\n <tr><td>00020906</td><td>Bolts grade was added to the \"Grade\" column of the check table</td></tr>\n <tr><td>00020976</td><td>Prolongation of the member after the last operation in the widener fixed</td></tr>\n <tr><td>00021023</td><td>Selection of user-defined materials properties under Eurocode (EN) fixed. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></td></tr>\n <tr><td>00021288</td><td>Singularities due to unconnected connection parts are now displayed in the scene.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020593</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00020816</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00020882</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00020971</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00021004</td><td> Error message with a mesh size of 2mm fixed</td></tr>\n <tr><td>00021010</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00021145</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020671</td><td>Some member models from older versions can not be calculated in version 21.1. The design of the connection needs to be re-applied or updated (e.g. change the edge number of the welded plate to match the correct position).</td></tr>\n <tr><td>00020923</td><td>Very short line loads (point forces) applied on related members fixed to be taken into account.</td></tr>\n <tr><td>00021189</td><td>Disappearing of displacement input for GMNA analysis fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019865</td><td>Incorrect display of detailing results in the result summary fixed. </td></tr>\n <tr><td>00020667</td><td>Incorrect title in RCS \"Stirrups material\" replaced for \"Material\".</td></tr>\n <tr><td>00021460</td><td>Troubles with \"Cross-section user setting\" in \"Reinforcement editor\" in the Polish language were fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020516</td><td>Incorrect export of cross-section to DWG fixed</td></tr>\n <tr><td>00020682</td><td>Incorrect view of cuts and welds in the Viewer fixed</td></tr>\n</tbody></table>"
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Name: RN: Solved incidents 21.1.1
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"value": "<p>Released Sep 20, 2021</p>\n<table><tbody>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00017883</td><td>A detailed report in IDEA StatiCa BIM was not exported to a DOC file. Corrected.</td></tr>\n <tr><td>00018455</td><td>Internal forces imported from RSTAB had the opposite direction. Now fixed.</td></tr>\n <tr><td>00018457</td><td>Improvements of Dlubal RFEM link resulting in greater stability. </td></tr>\n <tr><td>00018766</td><td>An issue where some members were incorrectly defined as continuous after import from Tekla has been identified and corrected. </td></tr>\n <tr><td>00019652</td><td>Axis VM: Double angle cross-section was not recognized and all imports finished with an error. Corrected.</td></tr>\n <tr><td>00019703</td><td>Dlubal RFEM import error \"The server was unable to process your request due to an internal error\" was fixed.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00017521</td><td>The alignment of the stiffening member is now being applied correctly.</td></tr>\n <tr><td>00018618</td><td>The Operation - Negative volume might cause disintegration of the member. Issue fixed.</td></tr>\n <tr><td>00019060</td><td>Correction of the problem where a rod welded into a connecting plate caused a singularity of the model.</td></tr>\n <tr><td>00019099</td><td>Hatched area of contact stress under a base plate now exports to DXF correctly.</td></tr>\n <tr><td>00019283</td><td>Cut of tubular members might cause the error: \"Err - nasread: Error while parsing\". Mesh generator has been fixed.</td></tr>\n <tr><td>00019557</td><td>An issue with the input of pictures from the gallery into the report might cause a crash of the application has been fixed.</td></tr>\n <tr><td>00019581</td><td>Manufacturing operation Fin plate might cause singularity of the model. This problem occurred when notch > 0 and the angle of the beam is -180° has been identified and fixed.</td></tr>\n <tr><td>--</td><td>Calculation of shear capacity of preloaded bolts with slotted holes was modified. Values of reduction factor ks according to EN 1993-1-8 Table 3.6, section 3.9.1 were applied.</td></tr>\n <tr><td>--</td><td>Improvement of the stiffness analysis - the ratio of applied loads (N, Vy, Vz, Mx, My, Mz) is perfectly proportional now. To learn more check the paragraph \"How are the loads applied?\" in the related theoretical background document \"<a data-item-id=\"1d4fea7b-0c1c-49fe-8142-6bbf5666bdc4\" href=\"\">Stiffness analysis and deformation capacity</a>\" </td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00018254</td><td>Change of member profile was not applied to related connections automatically in some cases.</td></tr>\n <tr><td>00019240</td><td>Linear buckling analysis was not finished when the model contained an anchor with a gap.</td></tr>\n <tr><td>00019317</td><td>Correction of the problem where the direction of some imported members was not set correctly.</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00009859</td><td>Correction of the problem where some parts of the connections were not exported into DWG file.</td></tr>\n <tr><td>00018367</td><td>Operation STUB was not displayed correctly.</td></tr>\n <tr><td>00019910</td><td>Members were not being displayed correctly in the case of extension by cut operation.</td></tr>\n</tbody></table>"
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