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Name: RN: Solved incidents 23.1.3
ID: 4cd40730-d064-489b-943d-75dcca07b3ad
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"value": "<p>Released January 12, 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>00043871</td><td>The issue with opening a file from version 23.0 in version 23.1 has been fixed</td></tr>\n <tr><td>00044045</td><td>The issue when changing a weld electrode material properties was fixed</td></tr>\n <tr><td>00044380</td><td>Fix the crash when opening the project created in the previous version that contains a hollow section </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>00041167</td><td>BIM API: Description of a necessary switch from obsolete WCF to gRPC communication added to developer documentation</td></tr>\n <tr><td>00042270</td><td>The issue with missing parts after export from Tekla to the Connection application has been fixed</td></tr>\n <tr><td>00042361</td><td>Communication with the user while importing a RAM Structural System model was improved, now Checkbot shows a window saying that it is in the import process</td></tr>\n <tr><td>00043076</td><td>The issue with import to Tekla has been fixed</td></tr>\n <tr><td>00043231</td><td>An issue with mapping certain sections, mainly double angles, from SAP2000 has been fixed</td></tr>\n <tr><td>00043319</td><td>An issue with the import of a large model from SCIA Engineer, with many combinations identified. The problem with data transfer is on the SCIA side and SCIA developers were noted</td></tr>\n <tr><td>00043480</td><td>An issue with the import of SAF files has been fixed</td></tr>\n <tr><td>00043711</td><td>An issue with the import of cross-section from RFEM files has been fixed</td></tr>\n <tr><td>00043720</td><td>An issue with the import of SAF files has been fixed</td></tr>\n <tr><td>00043887</td><td>An issue with discontinuities in internal forces on members after import form RFEM 6 solved</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>00042660</td><td>The issue of the load value not updating when changing any value in the Material tab and using Load - Percentage has been resolved</td></tr>\n <tr><td>00042745</td><td>An issue with the calculation of bearing resistance has been fixed</td></tr>\n <tr><td>00043113</td><td>An issue with the export of opening to IFC files has been fixed</td></tr>\n <tr><td>00043259</td><td>An issue with the preloaded bolts' shear limit in FE analysis and fatigue checks has been fixed</td></tr>\n <tr><td>00044497</td><td>An issue with load import from one connection file to another 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>00044033</td><td>When renaming a combination in a combination Pop-up window, the name of the combination was not changed in the tree menu in the 3D scene</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>00042276</td><td>It is no longer possible to use a newer version of the IDEA Statica application in offline mode without a valid license for that version</td></tr>\n <tr><td>00043078</td><td>An issue with IOM for version 22 has been fixed, and the issue with export from Tekla was improved in version 23</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>00042959</td><td>An issue with missing welds 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>00044147</td><td>The error \"API Request for RCS failed\", while running the RCS-IOM API examples from GitHub is resolved</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
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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"value": "<p>Released November 21, 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>00042379</td><td>Crashes of the reinforcement editor during material edit were 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>00041323</td><td>Additional information about how increments R(i) are converted into internal forces were provided</td></tr>\n <tr><td>00042090</td><td>The problem with wrong deformations and internal forces in TDA analysis when changing the position of supports 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>00029824</td><td>Orientation of cross-section type AEP/AUP is now imported correctly from Robot </td></tr>\n <tr><td>00039574</td><td>Fix in reading the correct load into Connection from Checkbot</td></tr>\n <tr><td>00039989</td><td>Fixed labels of combinations in Results</td></tr>\n <tr><td>00040308</td><td>The issue with importing combinations from Checkbot to Connection has been fixed</td></tr>\n <tr><td>00041378</td><td>The problem with the SFK error message when exporting Checkbot has been solved</td></tr>\n <tr><td>00041812</td><td>Incorrect display of bolts and welds corrected</td></tr>\n <tr><td>00041847</td><td>An issue with a disconnected network drive has been identified and the error trapped</td></tr>\n <tr><td>00041963</td><td>Improved warning message in Checkbot, when exporting to SAF file in Scia Engineer fails</td></tr>\n <tr><td>00042017</td><td>An issue with missing bolts in a connection import from Advance Steel has been fixed</td></tr>\n <tr><td>00042056</td><td>The issue with the BIM link for Axis7 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>00040605</td><td>The ACI code check for the concrete sideface blowout was fixed. 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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"value": "<p>Released October 2, 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>00039332</td><td>The issue with slow calculation has been resolved</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>00039215</td><td>An issue with BIM Link in SCIA has been resolved</td></tr>\n <tr><td>00039313</td><td>An issue with importing member eccentricity from RFEM6 has been resolved</td></tr>\n <tr><td>00039456</td><td>An issue impacting Tekla Structural Designer (TSD) exports, whereby operations could not be deactivated and load cases could not be accessed has been resolved</td></tr>\n <tr><td>00039536</td><td>The algorithm for allocating continuous and ended members when using Checkbot has been improved</td></tr>\n <tr><td>00039740</td><td>AD 2024.0.1 has been tested for steel and concrete. All works properly</td></tr>\n <tr><td>00039862</td><td>SAF allows the import of more than one cross-section with the same UniqueName now</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>00038825</td><td>An issue with the calculation of footing has been resolved</td></tr>\n <tr><td>00038932</td><td>The utilization of bolts is calculated correctly. So there is a correct result compared with DR</td></tr>\n <tr><td>00038961</td><td>The issue with a sudden change of re-ordering project items was solved</td></tr>\n <tr><td>00039247</td><td>This issue could not be reproduced, so we have marked it as closed</td></tr>\n <tr><td>00039311</td><td>An issue with the load mapping algorithm has been resolved</td></tr>\n <tr><td>00039377</td><td>Corrected collision warning in case of a hole in a plate</td></tr>\n <tr><td>00039444</td><td>Exporting a report to the doc file in other languages works correctly</td></tr>\n <tr><td>00039538</td><td>Fixed a bug with a warning in detailing limit value of weld throat thickness for hollow sections, where the limit value should be 2,5 mm instead of 4 mm as per DIN EN 1993-1-8 – NA to 4.5.2 / FprEN 1993-1-8:2023 – 6.9(4)</td></tr>\n <tr><td>00039661</td><td>The automatic recognition of packing plates for the calculation of the Bp factor has been improved</td></tr>\n <tr><td>00039765</td><td>An issue with the buckling analysis in the case of two concrete blocks within one project has been fixed</td></tr>\n <tr><td>00040025</td><td>The issue with saving the projects was solved</td></tr>\n <tr><td>00040182</td><td>Weld definition that causes this issue was repaired</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>00039208</td><td>1mm diameter for rebars can be input and calculated</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>00037294</td><td>The problem with the number of points in the cross-section defined by the polyline was resolved</td></tr>\n <tr><td>00037478</td><td>An issue with the import of members from RFEM5 has been resolved</td></tr>\n <tr><td>00038536</td><td>An issue with calculation after import from Robot 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>00034121</td><td>The calculation of fatigue according to the German annex was fixed</td></tr>\n <tr><td>00037554</td><td>The φef is now taken into account according to 1992-1-1 5.8.4</td></tr>\n <tr><td>00039542</td><td>Fatigue calculation in RCS was corrected</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 23.0.4
ID: af0fbeab-388e-4287-a816-08234b167201
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"value": "<p>Released September 1, 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>00038826</td><td>The Detail application instability when selecting one of the predefined templates for a Cross joint structure 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>00036772</td><td>Problem with IOM / Sofistic import of the geometry and cross-sections fixed</td></tr>\n <tr><td>00037304</td><td>Error importing from SAP2000 through checkbot has been resolved</td></tr>\n <tr><td>00037337</td><td>Error importing from SAP2000 through checkbot has been resolved</td></tr>\n <tr><td>00038248</td><td>The issue with export from Tekla to Viewer was fixed</td></tr>\n <tr><td>00038302</td><td>An issue with synchronizing the model after deleting some members in the global model has been resolved</td></tr>\n <tr><td>00038754</td><td>An issue regarding combinations of combinations in SAP2000 has been fixed</td></tr>\n <tr><td>00038823</td><td>Fixed load combination generation algorithm</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>00038137</td><td>An issue with general section geometry, which caused an interruption of analysis, was resolved</td></tr>\n <tr><td>00038389</td><td>Issue with blank 3D scene corrected</td></tr>\n <tr><td>00038405</td><td>Workaround was provided for instability issues caused by mechanisms with slotted holes</td></tr>\n <tr><td>00038592</td><td>Shear resistance for anchors with a lever arm is now checked as per EN 1992-4 §7.38 where applicable, with utilization based on §7.54 ignored/omitted in those cases</td></tr>\n <tr><td>00038725</td><td>An issue with exporting the report to .doc file has been resolved</td></tr>\n <tr><td>00038829</td><td>An issue with general section geometry, which caused an interruption of analysis, was resolved</td></tr>\n <tr><td>00038844</td><td>The cause of discrepancies between EPS <strong>Stop at limit strain </strong>analyses and the predicted joint capacity determined using Joint Design Resistance (DR) analyses has been rectified. The two methods should now converge to a single predicted joint capacity under the applied loading</td></tr>\n <tr><td>00038902</td><td>An issue with displaying incorrect values for bolt forces in a 3D scene corrected</td></tr>\n <tr><td>00038922</td><td>Load table actualization was fixed</td></tr>\n <tr><td>00039015</td><td>An issue with different sizes of the Manufacturing operations window in the Connection application has been fixed by adding a scroll bar</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>00038249</td><td>The definition of the bent-up bars was fixed. Either the issue with the inclined bar 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>00038702</td><td>The issue with adding end forces by related members has been resolved.</td></tr>\n <tr><td>00038708</td><td>An issue with the wrong position of a doubler in Member app was resolved</td></tr>\n</tbody></table>\n<p><br></p>"
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Name: RN: Solved incidents 23.0.3
ID: 10737c9d-f105-43b1-9f70-344191644e74
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"value": "<p>Released July 28, 2023</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>00037674</td><td>Fix crashing document in the Tendon designer.</td></tr>\n <tr><td>00038285</td><td>Beam Tendon module - fix of cable geometry import from DXF format. </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>00036559</td><td>SAP2000: An error message is thrown when the user tries to import an unsupported load</td></tr>\n <tr><td>00037200</td><td>An issue with unbalanced forces after import to the Checkbot application caused by members' opposite X-axis direction in STAAD.Pro has been fixed</td></tr>\n <tr><td>00037339</td><td>A bug was fixed between Checkbot and RFEM V6.02.0068 and 6.02.0070</td></tr>\n <tr><td>00037834</td><td>The issue with the generation of reports in MS Word for the BIM link Midas Civil has been fixed</td></tr>\n <tr><td>00037845</td><td>An issue with importing the data from Advance Steel 2023 has been fixed</td></tr>\n <tr><td>00037899</td><td>An issue with importing the data from RSTAB8 has been fixed</td></tr>\n <tr><td>00037992</td><td> An issue with licensing approval for Checkbot in Tekla 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>00028930</td><td>The packing factor not being calculated correctly for cases with multiple bolt grids is now fixed</td></tr>\n <tr><td>00035358</td><td>Different kinds of filler plates (packing plates) are now recognized correctly, and reduction of bolt shear strength is applied accordingly</td></tr>\n <tr><td>00037172</td><td>A new algorithm for assigning plates as packers has been developed and implemented</td></tr>\n <tr><td>00037902</td><td>Weld to RHS - Presentation of weld results improved to reflect different materials</td></tr>\n <tr><td>00038023</td><td>The Plate to plate operation on a circular cross-section inserts bolts in the wrong place during the initial insertion - corrected</td></tr>\n <tr><td>00038024</td><td>Corrected the issue with incorrect highlighting members in the 3D scene when the operation End plate was used</td></tr>\n <tr><td>00038203</td><td>Added hint for a user for non-conform cut-outs in tubes</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>00034109</td><td>Crack widths under concentrated loads are now calculated more precisely</td></tr>\n <tr><td>00038268</td><td>Detail featured a bug preventing the user from selecting and modifying load impulses within a load case and has now 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>00036517</td><td>The issue with a wrong reference of weld edges in the Member app was fixed</td></tr>\n <tr><td>00037518</td><td>An issue with discrepancies in the connection models between Connection and Member apps has been fixed</td></tr>\n <tr><td>00038272</td><td>An issue when shifted endplate operation generates incorrect beam length in the Member application has been fixed</td></tr>\n <tr><td>00038455</td><td>Weld fix for some cases of a rod with a smaller diameter and notched plate</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>00037635</td><td>Corrected wrong input in the protocol - dutch version</td></tr>\n <tr><td>00037951</td><td>An issue causing an error in the Beam application when modifying a cross-section's parameters has been fixed</td></tr>\n <tr><td>00038060</td><td>Fixed stability of Rcs response calculation so equilibrium is found</td></tr>\n</tbody></table>"
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 23.0.2
ID: 01abdd69-481b-4fc6-9c20-7fc88ab6dbc3
Show Raw Data
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"value": "<p>Released Jun 29, 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>00033180</td><td>Compound members defined in RFEM result in defining a new user section in IDEA StatiCa Connection when using the BIM Link</td></tr>\n <tr><td>00037699</td><td>The issue connected with swapping the material properties for the cold-form general section 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>00035371</td><td>Models from RAM Structural System V23 can now be used in Checkbot to import the model geometry and load combinations</td></tr>\n <tr><td>00035678</td><td>The improvements with localization of eccentricity on the general section have been improved and fixed</td></tr>\n <tr><td>00035988</td><td>An issue with missing material properties for concrete after the import from AxisVM has been fixed</td></tr>\n <tr><td>00036472</td><td>The issue with opening Checkbot from SAP2000 version 24 solved</td></tr>\n <tr><td>00036744</td><td>An issue with import from SAP2000 to the Checkbot application for a specific project has been fixed</td></tr>\n <tr><td>00036770</td><td>Fix of an import of RHS profiles being imported as a rectangle from Robot Structural Analysis</td></tr>\n <tr><td>00036944</td><td>The problem with importing timber elements to Checkbot has been fixed</td></tr>\n <tr><td>00037291</td><td>An issue with importing the data from RFEM6 has been fixed</td></tr>\n <tr><td>00037354</td><td>Fixed import of openings in general cross-sections from SAF</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>00034618</td><td>Relevant parts in the report are correctly translated now (in Dutch)</td></tr>\n <tr><td>00036603</td><td>An issue with creating backing plates has been fixed</td></tr>\n <tr><td>00036798</td><td>An issue with correct buckling shapes' visualization for steel-to-timber connections, when the 1D textures functionality was on, has been fixed</td></tr>\n <tr><td>00036839</td><td>It can now be modeled without any error issue</td></tr>\n <tr><td>00037096</td><td>It is now possible to calculate the issued connection in AISC</td></tr>\n <tr><td>00037121</td><td>Bearing check with alpha_b is now visible if UserMode=16 is activated</td></tr>\n <tr><td>00037252</td><td>An issue with welds between the web and flange in welded sections was fixed. 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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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}Widget #NaN: support_center_article
Name: RN: Solved incidents 23.0.1
ID: d2d90ce5-8406-49bd-8bc9-d629507eb9fb
Show Raw Data
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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
ID: 261949dc-fa8a-40e7-8a9d-a6d1ae4ec639
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"value": "<p>Released Apr 26, 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>00034818</td><td>An issue that generated a negative internal radius for a user-defined cold-formed section 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>00034296</td><td>In IDEA StatiCa Beam the user can select to perform the deflection check under either the quasi-permanent combination or the characteristic one. 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 - 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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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Name: RN: Solved incidents 22.1.5
ID: 2508bfc0-fd3a-4b1e-b721-94838f8fc2c1
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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 22.1.2
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Name: RN: Solved incidents 22.1.1
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Sie werden nun wie erwartet in Checkbot importiert</td></tr>\n <tr><td>00029440</td><td>Der Button „Löschen“ im Tab „Materialien“ funktioniert jetzt mit Querschnitten, Materialien und Schraubenbaugruppen, um nicht verwendete Elemente zu löschen</td></tr>\n <tr><td>00029761</td><td>Zusammengesetzte Querschnitte von SCIA können jetzt in Checkbot importiert werden</td></tr>\n <tr><td>00029772</td><td>Die Verbindung kann mit den richtigen Bauteilen und Querschnitten importiert werden</td></tr>\n <tr><td>00029975</td><td>In SCIA wurde ein Problem mit Bauteilen der Länge Null entdeckt und dem Entwicklungsteam gemeldet</td></tr>\n <tr><td>00030145</td><td>Problem beim Speichern manuell erstellter Bewehrungszonen in der IDEA BIM-Anwendung wurde behoben</td></tr>\n <tr><td>00030175</td><td>Der langsame Import von Objekten aus einigen Tekla Structures-Modellen wurde erkannt und behoben</td></tr>\n <tr><td>00030291</td><td>Gemeldete Probleme mit SAP2000 Version 24.1.0 und ETABS 20.3.0 werden vorübergehend durch einen veröffentlichten Workaround behoben, bis die erforderlichen Änderungen von CSI in ihrer API vorgenommen wurden</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Fall #</strong></td><td><strong>Beschreibung</strong></td></tr>\n <tr><td>00026316</td><td>Fehler beim Veröffentlichen größerer Vorlagen im Connection Browser wurden behoben</td></tr>\n <tr><td>00028314</td><td>Fehler beim Veröffentlichen größerer Vorlagen im Connection Browser wurden behoben</td></tr>\n <tr><td>00028539</td><td>Einstellung der Zugsteifigkeit für den Kontakt. 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Name: RN: Solved incidents 22.1.0
ID: 954e26bb-f267-4014-9766-2858bfd81e40
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 22.0.5
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 22.0.4
ID: 81d199fa-fd7b-49d2-a9e2-2a4604808cf7
Show Raw Data
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 22.0.3
ID: abe8de12-bd20-4c79-b36d-65c972f4034b
Show Raw Data
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 22.0.2
ID: 5bc935c3-b176-4af1-9f9e-a07aabcc2d62
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}Widget #NaN: support_center_article
Name: RN: Solved incidents 22.0.1
ID: 63a398b7-3aa6-41d8-9523-44c850d7555a
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Name: RN: Solved incidents 22.0.0
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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
Wir haben die Art des Speicherns und der Freigabe von Lizenzplätzen im Lizenzpool Ihres Unternehmens verbessert. Neue Dialoge erleichtern das Erkennen von belegten/verfügbaren Plätzen. Sie können auch ganz einfach festlegen, wann Ihr Platz wieder in den Pool zurückkehren soll. Lesen Sie mehr darüber, wie Sie Plätze aus dem Lizenzpool speichern/freigeben.
Folgen von Änderungen im Lizenzierungssystem
- Nur Version 21.1.6 kann gleichzeitig mit Version 22 auf demselben Computer gestartet werden.
- Wenn Sie eine ältere Version (20, 20.1, 21.0, 21.1) starten möchten, müssen Sie sich zuerst von IDEA StatiCa 21.1.6 oder neuer (z.B. V22.0) abmelden.
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Name: RN: Solved incidents 21.1.3
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Name: RN: Solved incidents 21.1.2
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Behoben.</td></tr>\n <tr><td><strong>BIM Links</strong></td><td> </td></tr>\n <tr><td><strong>Fall #</strong></td><td><strong>Beschreibung</strong></td></tr>\n <tr><td>00020755</td><td>Fehlermeldung nach Import eines Knotens aus RFEM korrigiert</td></tr>\n <tr><td>00020884</td><td>Fehlerhafter Import von Bauteilen und Lasten aus RFEM behoben</td></tr>\n <tr><td>00020924</td><td>Fehlerhaftes Verhalten des Buttons Loads im Checkbot behoben</td></tr>\n <tr><td>00020978</td><td>Die Synchronisierung von im Checkbot zusammengeführten Bauteilen mit ursprünglich unterschiedlichen Querschnitten führte zu einem Fehler. Bauteile müssen im Drittanbieter-Modell denselben Querschnitt haben, es sei denn, sie können nach dem Zusammenführen in Checkbot nicht synchronisiert werden.</td></tr>\n <tr><td>00021065</td><td>Verschwinden von Bauteilen in der 3D-Darstellung des Checkbot beim Importieren von Robot. Behoben.</td></tr>\n <tr><td>00021104</td><td>Laden der korrekten Anzahl von Lastfällen des Checkbot in Connection behoben</td></tr>\n <tr><td>00021389</td><td>Behebung eines Problems mit einem Absturz beim Exportieren eines Knotens von SCIA Engineer 21.1 zum Checkbot.</td></tr>\n <tr><td>00021422</td><td>Import aus Advance Design stoppt bei 80%. Behoben</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Fall #</strong></td><td><strong>Beschreibung</strong></td></tr>\n <tr><td>00020547</td><td>Falsche Einstellungen des Zugmaterialdiagramms für russische vorgespannte Schrauben behoben</td></tr>\n <tr><td>00020633</td><td>Auswahl benutzerdefinierter Materialeigenschaften nach indischer Richtlinie (IS) behoben. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Besonderheiten bei Schweißnachweisen nach Eurocode (EN) und indischer Richtlinie(IS).</a></td></tr>\n <tr><td>00020705</td><td>Fehlerhafte Gleichgewichtsberechnung aus Lasten, die beim Import aus Tekla Structures angewendet wurden. Behoben</td></tr>\n <tr><td>00020821</td><td>Behebung eines Schnitts durch die Operation negatives Volumen, der Probleme mit kondensierten Elementen verursachte</td></tr>\n <tr><td>00020831</td><td>Behebung eines Schnitts durch die Operation negatives Volumen, der Probleme mit kondensierten Elementen verursachte</td></tr>\n <tr><td>00020853</td><td>Normnachweis von Scherung für eine Schubknagge nach LRFD 2010 behoben.</td></tr>\n <tr><td>00020860</td><td>Falsche Ansicht von Steifenplatten im Viewer behoben</td></tr>\n <tr><td>00020906</td><td>Die Schraubenklasse wurde der Spalte \"Klasse\" der Nachweistabelle hinzugefügt</td></tr>\n <tr><td>00020976</td><td>Verlängerung des Bauteils nach der letzten Operation in der Aufweitung behoben</td></tr>\n <tr><td>00021023</td><td>Auswahl benutzerdefinierter Materialeigenschaften nach Eurocode (EN) behoben. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Besonderheiten bei Schweißnachweisen nach Eurocode (EN) und indischer Richtlinie(IS).</a></td></tr>\n <tr><td>00021288</td><td>Singularitäten durch nicht verbundene Verbindungsteile werden jetzt in der Darstellung angezeigt.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Fall #</strong></td><td><strong>Beschreibung</strong></td></tr>\n <tr><td>00020593</td><td>Das Problem mit dem Solver wurde behoben.</td></tr>\n <tr><td>00020816</td><td>Das Problem mit dem Solver wurde behoben.</td></tr>\n <tr><td>00020882</td><td>Das Problem mit dem Solver wurde behoben.</td></tr>\n <tr><td>00020971</td><td>Das Problem mit dem Solver wurde behoben.</td></tr>\n <tr><td>00021004</td><td>Fehlermeldung mit einer Netzgröße von 2mm behoben</td></tr>\n <tr><td>00021010</td><td>Das Problem mit dem Solver wurde behoben.</td></tr>\n <tr><td>00021145</td><td>Das Problem mit dem Solver wurde behoben.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Fall #</strong></td><td><strong>Beschreibung</strong></td></tr>\n <tr><td>00020671</td><td>Einige Bauteilmodelle aus älteren Versionen können in Version 21.1 nicht berechnet werden. 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Name: RN: Solved incidents 21.1.1
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Name: RN: Solved incidents 21.1.0
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