Released Jan 19, 2023
All applications | |
Case # | Description |
00031529 | Set material of cold-formed cross-sections correctly |
BIM links | |
Case # | Description |
00029340 | MIDAS link: Nonconformity was added, and materials on the web were corrected |
00029761 | UI in Checkbot improved in the right section of the window (cells are aligned to the right) |
00031024 | Improved reading of data from Tekla and the US environment with Mexican cross-sections and materials |
00031314 | Error importing material from TS2021 to Idea Statica Checkbot solved |
00031703 | A problem with ETABS and SAP2000 was identified and a shirt term workaround issued |
00031804 | An incorrect section mapping from Tekla Structures was fixed |
00031863 | Fix of IDEA StatiCa BIM failure during deflection calculation |
00031878 | A problem with inconsistent sections, materials, and bolt databases has been identified in Tekla Structures, and a fix was created |
00031920 | Import of RFEM internal forces on members with internal nodes was corrected |
00032100 | After starting the Checkbot by the plugin, a new project can be created now |
00032233 | An internal check was written to look for certain characters in label names within Robot that cause errors when using Checkbot |
Connection | |
Case # | Description |
00029681 | Topology improvement in the created templates |
00029780 | Computational model fix for welds links of unsymmetrical welds |
00030900 | The Plate Clash Check warning was fixed for stiffened openings. |
00030975 | An issue with the template's application to a blank connection using the Connection Browser functionality has been fixed in the latest patch |
00031096 | Corrected import of loads using Excel table |
00031253 | AISC: corrected description of code version in the report for bolts |
00031348 | Incorrect member definitions within the RHS/SHS ranges can cause IDEA to crash on exit - identified and fixed |
00031383 | Incorrect member definitions within the RHS/SHS ranges can cause IDEA to crash on exit - identified and fixed |
00031574 | Improvements in cut operation for the plates if the negative volume is used |
00031755 | In the Connection app, the critical load case name in the Shear result table was not always displayed correctly |
00031828 | The online server was optimized for publishing and downloading the Connection Browser design templates |
00031858 | The mapping of material for Connection Browser proposals was fixed. Nevertheless, some of the old design templates should be recreated |
00031919 | Problem with weld link fixed - mesh is OK |
00032184 | MPRL import: Dimension issue while importing bolt assemblies with CSV file solved |
00032400 | Solver for partially supported members was enhanced |
00032408 | Fixed geometry data in the report table of members, which are defined by 3D vector |
Detail | |
Case # | Description |
00032162 | Some corrections in page breaks of the report |
Member | |
Case # | Description |
00031604 | An issue with the program crash when importing thin-walled profiles solved |
RCS | |
Case # | Description |
00029604 | Stiffness is calculated correctly now |
00032142 | Stress limitation check for characteristic combination is now performed correctly for exposure class X0, XC, XA when Belgian code is selected. |
00032377 | A table of contents in the student version was added |