Tudásbázis
Solved incidents in IDEA StatiCa patches
Steel
Concrete
Here you will find a list of the resolved cases as reported by our customers. This is not an exhaustive list but a summary of the major issues/bugs that have been solved. We hope you find it useful.
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.
Version 22.1.6
Released Apr 27, 2023
Licensing update.
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.
Version 21.1.5
Released Apr 5, 2022
| All applications | |
| Case # | Description |
| 00023344 | Fixed problem with opening older Member projects in version 21. |
| 00023933 | Fixed tensile stress area and bolt hole diameter for Australian bolt assembly M36 8.8. |
| BIM links | |
| Case # | Description |
| 00022807 | Fixed appearance of error "of an unrecoverable error" in Checkbot after export from RSTAB |
| 00023128 | Fixed appearance of error "There is nothing selected in your application" in Checkbot after export from RFEM |
| 00023717 | New Consteel logo implemented |
| Connection | |
| Case # | Description |
| 00021758 | Fixed incorrect angle value in the formula for concrete edge failure resistance acc. EN 1992-4 - 7.2.2.5 |
| 00023018 | Corrected reduction factor in concrete sideface blowout resistance check in ACI 318 -14 - 17.4.4. |
| 00023061 | Tooltip for the concrete A_eff area back in the side scene. |
| 00023485 | Fixed problem with incorrect position of the plate when using operation Negative volume |
| 00023863 | Corrected description in Status field for Concrete block in the Brief report |
| 00023938 | Fixed problem with incorrect bolt size values in the report table |
| Detail | |
| Case # | Description |
| 00023780 | Bugfix: Now it is possible to insert custom images in the 3D view from the gallery to the report. |
Version 21.1.4
Released Feb 18, 2022
| All applications | |
| Case # | Description |
| 00022521 | Missing BS UB and UC sections added into the library |
| BIM links | |
| Case # | Description |
| 00021896 | Wrong orientation of member exported from Robot Structural Analysis fixed |
| 00022208 | Checkbot could not be opened from Advance Steel in some cases |
| 00022389 | The issue with the synchronization between AxisVM and IDEA StatiCa Checkbot solved |
| 00022454 | Tubular cross-sections could not be exported from STAAD.Pro |
| 00022712 | Issues with not importing some parts of the structure from RFEM to IDEA StatiCa via Checkbot were fixed |
| 00022837 | The issue with unavailable button Loads in Checkbot (Import from Robot) was solved |
| 00022878 | Issues with not importing some parts of the structure from RFEM to IDEA StatiCa via Checkbot were fixed |
| 00022902 | An issue with the crash when an opening node in Checkbot, which was imported from RSTAB, was solved |
| 00022935 | TUBE section types in STAAD.Pro are now recognized and can be imported into IDEA Checkbot without causing an error |
| 00022958 | An issue with unavailable button Loads in Checkbot (Import from SAP2000) was solved |
| 00022976 | An issue with eccentricities export from RFEM into Checkbot was solved |
| 00022996 | An issue with wrong import of loads from RFEM (opposite sign) was solved |
| An issue with the crash of the conversion table after RSTAB import was solved | |
| Connection | |
| Case # | Description |
| 00021278 | The weld detailing check was corrected and improved for the maximum size of fillet weld in T – joints as per AISC 360-16, Chapter J, 2.2b |
| 00022239 | Corrected calculation of concentration factor kj corrected for base plates overhanging concrete blocks for concrete block compressive resistance check (EN 1993-1-8 6.2.5) |
| 00022580 | An issue with the correct geometry of the gusset plate for timber was solved |
| 00022702 | Stiffness diagram curve smoothened for low initial stiffness values in result details of stiffness analysis (ST) |
| 00022952 | The incorrect value of the hole diameter in the detailing check according to SP 16 was fixed. The software now automatically selects the correct diameter |
| 00023083 | Fix of the report in educational and trial license when using the Russian language |
| Detail | |
| Case # | Description |
| 00022575 | A small gap between the walls. The check of the geometry tolerance is till 1e-5m. The calculation issue has been fixed |
| Licensing | |
| 00022553 | An issue with running the Checkbot application for users with the concrete license was fixed. Checkbot is now available in IDEA StatiCa Concrete Expert and Enhanced |
| 00022817 | An issue with running the Checkbot application for users with the concrete license was fixed. Checkbot is now available in IDEA StatiCa Concrete Expert and Enhanced |
Version 21.1.3
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 |
Version 21.1.2
Released 20-12-2021
| Beam | |
| Case # | Description |
| 00020200 | The application displayed an incorrect value of maximal compressive stress. Fixed. |
| 00020345 | The precision of iteration was increased for RCS application and also for bridge load rating analysis. |
| 00020639 | The report of bridge load rating was fixed for selected design groups in IDEA StatiCa BIM. |
| 00020724 | The trouble with the Support button in the Italian language. Fixed. |
| BIM links | |
| Case # | Description |
| 00020755 | Error message after import of a node from RFEM corrected |
| 00020884 | Incorrect import of members and loads from RFEM fixed |
| 00020924 | Incorrect behavior of the button Loads in Checkbot fixed |
| 00020978 | 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. |
| 00021065 | Disappearing of members in Checkbot's 3D scene when importing from Robot fixed |
| 00021104 | Loading the correct number of load cases from Checkbot into Connection fixed |
| 00021389 | Fix of problem with a crash when exporting a node from SCIA Engineer 21.1 to the Checkbot. |
| 00021422 | Import from Advance Design stops at 80 % fixed |
| Connection | |
| Case # | Description |
| 00020547 | Incorrect settings of tensile material diagram for Russian prestressed bolts fixed |
| 00020633 | Selection of user-defined materials properties under Indian Standard (IS) fixed. Weld checks specifics as per Eurocode (EN) and Indian Standard (IS) |
| 00020705 | Incorrect equilibrium computation from loads applied on import from Tekla Structures fixed |
| 00020821 | Fix of a cut by negative volume operation which caused issues with condensed elements |
| 00020831 | Fix of a cut by negative volume operation which caused issues with condensed elements |
| 00020853 | Code-check of shear for a shear lug under LRFD 2010 fixed. |
| 00020860 | Incorrect view of stiffening plate in the Viewer fixed |
| 00020906 | Bolts grade was added to the "Grade" column of the check table |
| 00020976 | Prolongation of the member after the last operation in the widener fixed |
| 00021023 | Selection of user-defined materials properties under Eurocode (EN) fixed. Weld checks specifics as per Eurocode (EN) and Indian Standard (IS) |
| 00021288 | Singularities due to unconnected connection parts are now displayed in the scene. |
| Detail | |
| Case # | Description |
| 00020593 | The problem with the solver was fixed. |
| 00020816 | The problem with the solver was fixed. |
| 00020882 | The problem with the solver was fixed. |
| 00020971 | The problem with the solver was fixed. |
| 00021004 | Error message with a mesh size of 2mm fixed |
| 00021010 | The problem with the solver was fixed. |
| 00021145 | The problem with the solver was fixed. |
| Member | |
| Case # | Description |
| 00020671 | 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). |
| 00020923 | Very short line loads (point forces) applied on related members fixed to be taken into account. |
| 00021189 | Disappearing of displacement input for GMNA analysis fixed |
| RCS | |
| Case # | Description |
| 00019865 | Incorrect display of detailing results in the result summary fixed. |
| 00020667 | Incorrect title in RCS "Stirrups material" replaced for "Material". |
| 00021460 | Troubles with "Cross-section user setting" in "Reinforcement editor" in the Polish language were fixed |
| Viewer | |
| Case # | Description |
| 00020516 | Incorrect export of cross-section to DWG fixed |
| 00020682 | Incorrect view of cuts and welds in the Viewer fixed |
Version 21.1.1
Released Nov 11, 2021
| BIM links | |
| Case # | Description |
| 00019813 | Robot Structural Analysis: Potential issue of some nodes not being exported fixed. |
| 00019835 | When AISC was selected for BIM link imports, ASD 2016 code was set automatically by default. LRFD or ASD code can be now chosen and set. |
| 00020266 | Incorrect import of double angle cross-section caused an error. This has been fixed. |
| Connection | |
| Case # | Description |
| 00019421 | Fixed Protocol not displayed. |
| 00019430 | Errors found during the creation of a report have been fixed. |
| 00019700 | Multiple base plate anchoring models are now recognized correctly for compression contacts. |
| 00019790 | Parameter Ry for AISC steel had the wrong value - this is now fixed. |
| 00019959 | Content menu in a 3D scene connected to foundation block (stand-off) caused an error. |
| 00020019 | Results disappear immediately after the analysis has been fixed. |
| 00020095 | The axial stiffness reaches a negative value. The consideration of LCS was neglected. Now fixed. |
| 00020101 | An issue when inserting a hole into a stiffening plate flattens the plate and distorts the results has been fixed. |
| 00020140 | Previously deleted pictures of results are no longer displayed in the report. |
| 00020283 | An added weld no longer disproportionately lengthens the member. |
| 00020347 | Older drivers of an integrated graphic card Intel® Iris® Xe Graphics causes the report to not scroll has been identified. |
| 00020364 | Wrong coefficient listed in the text of ACI anchor check formula. Now fixed. |
| 00020427 | Minor corrections within the reporting module. |
| Detail | |
| Case # | Description |
| 00020178 | The refreshing and rewriting of the load cases with the same name addressing. It leads to incorrect load effects. Fixed. |
| Member | |
| Case # | Description |
| 00019405 | Changes done on already designed connections were not saved in the Member project. These are now saved. |
| 00019985 | Legend for strain level in the 3D window was missing. Now visible. |
| 00020316 | Problems with operations on thin-walled 'C' cross-section. Fixed. |
| 00020795 | The buckling shape was frozen during switching between load cases (the buckling shape was working for the first load case only). Now works for all load cases. |
| RCS | |
| Case # | Description |
| 00019770 | Cold-formed sections can not be welded to make a user-defined cross-section. A new warning was added to use rolled sections instead. |
| Viewer | |
| Case # | Description |
| 00021013 | The wrong cut of the member was identified and fixed. |
Version 21.1.0
Released Sep 20, 2021
| BIM links | |
| Case # | Description |
| 00017883 | A detailed report in IDEA StatiCa BIM was not exported to a DOC file. Corrected. |
| 00018455 | Internal forces imported from RSTAB had the opposite direction. Now fixed. |
| 00018457 | Improvements of Dlubal RFEM link resulting in greater stability. |
| 00018766 | An issue where some members were incorrectly defined as continuous after import from Tekla has been identified and corrected. |
| 00019652 | Axis VM: Double angle cross-section was not recognized and all imports finished with an error. Corrected. |
| 00019703 | Dlubal RFEM import error "The server was unable to process your request due to an internal error" was fixed. |
| Connection | |
| Case # | Description |
| 00017521 | The alignment of the stiffening member is now being applied correctly. |
| 00018618 | The Operation - Negative volume might cause disintegration of the member. Issue fixed. |
| 00019060 | Correction of the problem where a rod welded into a connecting plate caused a singularity of the model. |
| 00019099 | Hatched area of contact stress under a base plate now exports to DXF correctly. |
| 00019283 | Cut of tubular members might cause the error: "Err - nasread: Error while parsing". Mesh generator has been fixed. |
| 00019557 | An issue with the input of pictures from the gallery into the report might cause a crash of the application has been fixed. |
| 00019581 | 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. |
| -- | 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. |
| -- | 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 "Stiffness analysis and deformation capacity" |
| Member | |
| Case # | Description |
| 00018254 | Change of member profile was not applied to related connections automatically in some cases. |
| 00019240 | Linear buckling analysis was not finished when the model contained an anchor with a gap. |
| 00019317 | Correction of the problem where the direction of some imported members was not set correctly. |
| Viewer | |
| Case # | Description |
| 00009859 | Correction of the problem where some parts of the connections were not exported into DWG file. |
| 00018367 | Operation STUB was not displayed correctly. |
| 00019910 | Members were not being displayed correctly in the case of extension by cut operation. |