Released Jan 14, 2022
| Beam | |
| Case # | Description |
| 00022187 | The discrepancy between the friction coefficient stated in the report chapter 3 and 4 was fixed |
| BIM links | |
| Case # | Description |
| 00020445 | When using the BIM link between Midas Civil and IDEA StatiCa, results due to non-linear temperature are not imported to IDEA StatiCa. A nonconformity was added |
| 00020536 | An issue with the export of the trapezoidal beam from the IOM to Beam application was fixed |
| 00021459 | Robot Structural Analysis: Fix of wrong identification and rotation of the plate cross-section |
| 00021597 | The wrong description of exported material from RFEM was fixed |
| 00021612 | The Checkbot interface when deleting connections has been fixed |
| 00021625 | An issue with only critical combinations importing to the IDEA StatiCa Connection application was fixed. The software imports all of the combinations now |
| 00021626 | An issue with the length of some generated filenames was identified and resolved |
| 00021713 | If IDEA was already running SCIA would not export the connection - this is now fixed |
| 00021757 | An issue with certain geometrical arrangements of bolts in Tekla has been identified and fixed |
| 00021829 | An issue with incorrect direction of imported member in AxisVM fixed |
| Connection | |
| Case # | Description |
| 00020974 | Fixed correct choosing of plates in Bearing resistance check under Eurocode for thin-walled complex connections |
| 00021262 | Fixed bug of displaying long result value of Concrete edge failure resistance check under Eurocode |
| 00021334 | The code-check of the stand-off anchors is not valid for concrete break-out. The asymmetrical bolt operation for heavy anchoring has been fixed |
| 00021360 | An issue with analysis when using the butt weld in the baseplate connection was fixed |
| 00021462 | Fixed wrong material properties for Tesion resistance check under Chinese code for modified bolts with higher strength |
| 00021504 | Fixed incorrect rotational stiffness |
| 00021550 | When creating a copy of an EPS project item and afterward switching to ST analysis type, the calculation might have been interrupted due to an overloaded member. Fixed by correcting the process of switching the load effects between EPS and ST analysis |
| 00021565 | A problem was identified with the resistance and stiffness of minor axis bending calculations which is now resolved |
| 00021583 | Corrected calculation of Mj,Rd for ST analysis changed incorrectly to lower values in patch 21.1.1 |
| 00021594 | Automatic alignment of the stub with the connected member fixed |
| 00021676 | A discrepancy in stiffness analysis has been resolved for initial stiffness values |
| 00021677 | Incorrect description of distances between bolts was fixed |
| 00021799 | An issue with creating a report in Spanish when Formulas checked was fixed |
| 00021999 | An issue with creating report when Code settings checked was fixed |
| 00022011 | Fixed problem with applying Connection browser template to a similar node in Member. Topology and geometry matching improved, templates now also include the plate editor operations |
| 00022014 | Fixed incorrect result for Mz stiffness in ST analysis for symmetrical anchorings with symmetrical loads applied |
| 00022513 | An issue with incorrect results in bolts when wideners were used was fixed |
| RCS | |
| Case # | Description |
| 00020753 | The initial state of the cross-section was taken from the ULS diagram instead of the SLS diagram for fatigue code-check. It's been fixed and the initial state of the cross-section for fatigues is coming out of the SLS diagram |
| 00021675 | The results of stiffnesses corresponding to quasi-permanent and characteristic combinations are now stated in the result tables in the IDEA StatiCa RSC app. Each combination contains various internal forces N, My, Mz, and critical moment |
| 00021769 | The blank report was fixed |
| 00021880 | The discrepancy between results for negative and positive settings of the reinforcement zones has been fixed |
| 00022016 | An issue with saving the edited cross-section in the RCS application was fixed |
| 00022240 | The discrepancy when creating a composite steel-concrete section in IDEA StatiCa RCS was fixed. Now it is not possible to add a steel profile when creating a general cross-section and importing it to IDEA StatiCa RCS |