Solved incidents in IDEA StatiCa patches

Version 23.1.1

Released November 21, 2023

All applications
Case #	Description
00042379	Crashes of the reinforcement editor during material edit were fixed
Beam
Case #	Description
00041323	Additional information about how increments R(i) are converted into internal forces were provided
00042090	The problem with wrong deformations and internal forces in TDA analysis when changing the position of supports was fixed
BIM links
Case #	Description
00029824	Orientation of cross-section type AEP/AUP is now imported correctly from Robot
00039574	Fix in reading the correct load into Connection from Checkbot
00039989	Fixed labels of combinations in Results
00040308	The issue with importing combinations from Checkbot to Connection has been fixed
00041378	The problem with the SFK error message when exporting Checkbot has been solved
00041812	Incorrect display of bolts and welds corrected
00041847	An issue with a disconnected network drive has been identified and the error trapped
00041963	Improved warning message in Checkbot, when exporting to SAF file in Scia Engineer fails
00042017	An issue with missing bolts in a connection import from Advance Steel has been fixed
00042056	The issue with the BIM link for Axis7 has been fixed
Connection
Case #	Description
00040605	The ACI code check for the concrete sideface blowout was fixed. The issue was in the 'greater than' operator
00040617	The calculation of the stiffness of connection for more activated combinations has been fixed
00040832	The calculation report when using stand-off anchors was corrected
00041168	The issue with the cut operation has been fixed
00041311	Fixed geometry issue that occurs when editing the position of bolt holes in exploded bolt hole pattern
00041698	The problem with the IFC export of the model with Rod members is fixed
00041734	Doubled fillet weld in the IFC file corrected
00041835	A problem with some older connection files has been found and corrected
00041850	The missing rod in the IFC file corrected
00041887	The issue with unsymmetric stress distribution has been fixed
00041905	The problem with boundary lines around images in the report is solved
00042004	The wrong position of bolts in the IFC file corrected
00042015	The problem with the mesh generation error has been solved
00042065	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
00042087	The issue with the bolts' position during exporting the IFC file has been fixed
00042195	An issue with incorrect bolt position in the IFC file export from the Connection application has been fixed
00042198	The issue with incorrect language in the Design tab solved
00042337	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
00042712	The issue with opening certain connections with concrete has been fixed
Detail
Case #	Description
00042280	Delete all feature is working now
Licensing
Case #	Description
00041267	The bug in the license agent has been fixed
Member
Case #	Description
00032604	The 1D rod member has been added to IDEA StatiCa Member
00041735	Fixed issue when a reinforced concrete beam in the Member app was loaded by shear Y and Z direction in separate load cases. In detailed results, there were 3 shear planes reinforcement in the Y direction instead of 2
00041743	Fixed the problem when applying connection design for a node directly in Member (Apply CON) causing a shift of stiffening members or stiffening plates in the created connection
00041799	Rigid supports don't cause the errors anymore
00041965	Corrected results of Footing with a gap
RCS
Case #	Description
00040153	Interaction check now considers the Chi factor for circular sections
00040956	The problem with results for fatigue check in RCS is solved
00041441	Fixed issue with missing sectional check result in report
00041556	The issue connected with stirrups modeling has been fixed
00041795	The report for RCS for Spanish has been fixed
00042075	The problem error message Exception has been thrown by the target of an invocation has been solved
00042093	The issue connected with stirrups modeling has been fixed
00042094	The issue connected with stirrups modeling has been fixed
00042123	The issue connected with stirrups modeling has been fixed

Version 23.1.0

Released October 26, 2023

All applications
Case #	Description
00040761	The A588 steel material from the AISC database has the corrected design values
BIM links
Case #	Description
00039362	Results for stepped load cases in Robot were incorrectly imported to Checkbot. Ste stepped load cases are not supported in version 23.1 so they will be ignored in the import
00039488	The issue with importing from Robot has been fixed
00039923	Fixed the issue with reading the global eccentricities on inclined members, data import replaced with the correct transformation into LCS
00039930	The issue between Idea StatiCa v23 and AxisVM 7 (BIM link plugin) has been fixed
00040235	The ETABS and IDEA Statica plugin is working correctly
00040308	The issue with importing that occurred in version 23 has been fixed
00040409	Fixed import of data from SAF files to Checkbot (e.g., from FEM-Design) by improving the reading of unsupported signs in the Windows user name
00040594	The issue with BIM Links AxisVM 7 is fixed
00040600	Fixed import of members with eccentricities defined in nodes
00040785	Fixed the error of displaying members in the opened Connection project after merging ended members into a continuous one in Checkbot
Connection
Case #	Description
00038795	The issue with a report for the named section has been fixed
00039429	Fixed anchor tensile force for stand-off anchor tensile resistance check formula in CSA.
00039826	The incorrect position of an inclined stiffener at the end of the column aligned with a connected beam has been fixed
00039966	For the selected error messages the explanation has been added
00040100	The plate behavior was fixed. It will follow the inclination now.
00040206	The cut operations of negative volumes were fixed. The mesh will be generated correctly.
00040711	The plate behavior was fixed. It will follow the inclination now.
00040870	The issue with adding welds to rotated plates and members was fixed
00040918	The issue with wrong reduced strength in weld when thick plates are used is fixed
Detail
Case #	Description
00036121	The new bond model for SLS has fixed the issue with nonrealistic deflections
00041078	The issue with wrongly copying load effects from the permanent load case to the variable load case in the detail app is fixed
Licensing
Case #	Description
00039541	The issue related to the correct showing of the current seat usage has been fixed
Member
Case #	Description
00039866	The internal member solver has been adjusted to allow for larger meshes as a result of bigger models
00040159	The problem with missing related members in the load table, which caused a crash while opening was fixed
00040604	The issue with opening a connection in the connection app through the member app is fixed.
00040916	The new version has fixed the opening of the file itself
RCS
Case #	Description
00035495	The issue of wrong applying of check on the maximum height compression zone with the Dutch national annex has been solved by making the check optional
00038011	The issue of wrong applying of check on the maximum height compression zone with the Dutch national annex has been solved by making the check optional
00039879	The method for mandrel part and shear area of reinforcement calculation has been fixed

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 23.0.5

Released October 2, 2023

All applications
Case #	Description
00039332	The issue with slow calculation has been resolved
BIM links
Case #	Description
00039215	An issue with BIM Link in SCIA has been resolved
00039313	An issue with importing member eccentricity from RFEM6 has been resolved
00039456	An issue impacting Tekla Structural Designer (TSD) exports, whereby operations could not be deactivated and load cases could not be accessed has been resolved
00039536	The algorithm for allocating continuous and ended members when using Checkbot has been improved
00039740	AD 2024.0.1 has been tested for steel and concrete. All works properly
00039862	SAF allows the import of more than one cross-section with the same UniqueName now
Connection
Case #	Description
00038825	An issue with the calculation of footing has been resolved
00038932	The utilization of bolts is calculated correctly. So there is a correct result compared with DR
00038961	The issue with a sudden change of re-ordering project items was solved
00039247	This issue could not be reproduced, so we have marked it as closed
00039311	An issue with the load mapping algorithm has been resolved
00039377	Corrected collision warning in case of a hole in a plate
00039444	Exporting a report to the doc file in other languages works correctly
00039538	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)
00039661	The automatic recognition of packing plates for the calculation of the Bp factor has been improved
00039765	An issue with the buckling analysis in the case of two concrete blocks within one project has been fixed
00040025	The issue with saving the projects was solved
00040182	Weld definition that causes this issue was repaired
Detail
Case #	Description
00039208	1mm diameter for rebars can be input and calculated
Member
Case #	Description
00037294	The problem with the number of points in the cross-section defined by the polyline was resolved
00037478	An issue with the import of members from RFEM5 has been resolved
00038536	An issue with calculation after import from Robot has been resolved
RCS
Case #	Description
00034121	The calculation of fatigue according to the German annex was fixed
00037554	The φef is now taken into account according to 1992-1-1  5.8.4
00039542	Fatigue calculation in RCS was corrected

Version 23.0.4

Released September 1, 2023

All applications
Case #	Description
00038826	The Detail application instability when selecting one of the predefined templates for a Cross joint structure has been fixed
BIM links
Case #	Description
00036772	Problem with IOM / Sofistic import of the geometry and cross-sections fixed
00037304	Error importing from SAP2000 through checkbot has been resolved
00037337	Error importing from SAP2000 through checkbot has been resolved
00038248	The issue with export from Tekla to Viewer was fixed
00038302	An issue with synchronizing the model after deleting some members in the global model has been resolved
00038754	An issue regarding combinations of combinations in SAP2000 has been fixed
00038823	Fixed load combination generation algorithm
Connection
Case #	Description
00038137	An issue with general section geometry, which caused an interruption of analysis, was resolved
00038389	Issue with blank 3D scene corrected
00038405	Workaround was provided for instability issues caused by mechanisms with slotted holes
00038592	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
00038725	An issue with exporting the report to .doc file has been resolved
00038829	An issue with general section geometry, which caused an interruption of analysis, was resolved
00038844	The cause of discrepancies between EPS Stop at limit strain 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
00038902	An issue with displaying incorrect values for bolt forces in a 3D scene corrected
00038922	Load table actualization was fixed
00039015	An issue with different sizes of the Manufacturing operations window in the Connection application has been fixed by adding a scroll bar
Detail
Case #	Description
00038249	The definition of the bent-up bars was fixed. Either the issue with the inclined bar was fixed
Member
Case #	Description
00038702	The issue with adding end forces by related members has been resolved.
00038708	An issue with the wrong position of a doubler in Member app was resolved

Version 23.0.3

Released July 28, 2023

Beam
Case #	Description
00037674	Fix crashing document in the Tendon designer.
00038285	Beam Tendon module - fix of cable geometry import from DXF format.
BIM links
Case #	Description
00036559	SAP2000: An error message is thrown when the user tries to import an unsupported load
00037200	An issue with unbalanced forces after import to the Checkbot application caused by members' opposite X-axis direction in STAAD.Pro has been fixed
00037339	A bug was fixed between Checkbot and RFEM V6.02.0068 and 6.02.0070
00037834	The issue with the generation of reports in MS Word for the BIM link Midas Civil has been fixed
00037845	An issue with importing the data from Advance Steel 2023 has been fixed
00037899	An issue with importing the data from RSTAB8 has been fixed
00037992	An issue with licensing approval for Checkbot in Tekla has been fixed
Connection
Case #	Description
00028930	The packing factor not being calculated correctly for cases with multiple bolt grids is now fixed
00035358	Different kinds of filler plates (packing plates) are now recognized correctly, and reduction of bolt shear strength is applied accordingly
00037172	A new algorithm for assigning plates as packers has been developed and implemented
00037902	Weld to RHS - Presentation of weld results improved to reflect different materials
00038023	The Plate to plate operation on a circular cross-section inserts bolts in the wrong place during the initial insertion - corrected
00038024	Corrected the issue with incorrect highlighting members in the 3D scene when the operation End plate was used
00038203	Added hint for a user for non-conform cut-outs in tubes
Detail
Case #	Description
00034109	Crack widths under concentrated loads are now calculated more precisely
00038268	Detail featured a bug preventing the user from selecting and modifying load impulses within a load case and has now been fixed
Member
Case #	Description
00036517	The issue with a wrong reference of weld edges in the Member app was fixed
00037518	An issue with discrepancies in the connection models between Connection and Member apps has been fixed
00038272	An issue when shifted endplate operation generates incorrect beam length in the Member application has been fixed
00038455	Weld fix for some cases of a rod with a smaller diameter and notched plate
RCS
Case #	Description
00037635	Corrected wrong input in the protocol - dutch version
00037951	An issue causing an error in the Beam application when modifying a cross-section's parameters has been fixed
00038060	Fixed stability of Rcs response calculation so equilibrium is found

Version 23.0.2

Released Jun 29, 2023

All applications
Case #	Description
00033180	Compound members defined in RFEM result in defining a new user section in IDEA StatiCa Connection when using the BIM Link
00037699	The issue connected with swapping the material properties for the cold-form general section has been fixed
BIM links
Case #	Description
00035371	Models from RAM Structural System V23 can now be used in Checkbot to import the model geometry and load combinations
00035678	The improvements with localization of eccentricity on the general section have been improved and fixed
00035988	An issue with missing material properties for concrete after the import from AxisVM has been fixed
00036472	The issue with opening Checkbot from SAP2000 version 24 solved
00036744	An issue with import from SAP2000 to the Checkbot application for a specific project has been fixed
00036770	Fix of an import of RHS profiles being imported as a rectangle from Robot Structural Analysis
00036944	The problem with importing timber elements to Checkbot has been fixed
00037291	An issue with importing the data from RFEM6 has been fixed
00037354	Fixed import of openings in general cross-sections from SAF
Connection
Case #	Description
00034618	Relevant parts in the report are correctly translated now (in Dutch)
00036603	An issue with creating backing plates has been fixed
00036798	An issue with correct buckling shapes' visualization for steel-to-timber connections, when the 1D textures functionality was on, has been fixed
00036839	It can now be modeled without any error issue
00037096	It is now possible to calculate the issued connection in AISC
00037121	Bearing check with alpha_b is now visible if UserMode=16 is activated
00037252	An issue with welds between the web and flange in welded sections was fixed. In some situations, when a more complex cut operation was used, welds were not generated
00037322	An issue regarding anchors in an edited baseplate has been fixed
00037446	Automatic zooming out of pictures saved in the gallery has been fixed
00037576	Fix of large circular end plate connection with model convergence problems
Member
Case #	Description
00036358	An issue with calculations stopping mid-process in Detail has been fixed
00036634	An issue with running the calculation in Member App has been solved
00037332	The model was investigated and the solution was sent to the user. Specified corrupted files need to be removed to save the model
RCS
Case #	Description
00035349	Allowable stress interval is calculated in the right way (ξ · sigmaRsk(N*)) but it is limited by a limit yield strength of 500 MPa
00036252	Fixed calculation of a general cross-section - the minimal size of a mesh element
00036336	Updated generation/regeneration of reinforcement, which is defined as layers
00036621	Discrepancies in results between Beam and RCS App have been fixed
00036655	Interaction for sections under 100% is now evaluated as satisfactory
00037300	The check of maximum depth of the compressive concrete zone according to the Dutch annex. This is performed just for beams subjected to bending
Viewer
Case #	Description
00035128	The issue with displaying a general cross-section in the Viewer solved
00035525	The issue with the wrong display of the joint with a Cut operation in Viewer corrected
00036857	An issue with opening some ideaCon files in Viewer was fixed
00036959	The issue with a Generic error in the Viewer solved
00036971	An issue with opening some ideaCon files in Viewer was fixed

Version 23.0.1

Released Jun 1, 2023

All applications
Case #	Description
00034579	The issue with the incorrect comparison of Fu and Fy in material properties
00035892	The issue with the deletion of custom materials in the MPRL editor is fixed
00036701	The fillet welds generation between the web and flanges in the I profile shear lug is fixed
Beam
Case #	Description
00036483	Fixed issue in reduced report generation. Now it is possible to switch off internal forces
00036573	The information about deflections for composite sections was rewritten
BIM links
Case #	Description
00032347	Fixed wrong export of cross-section in STAAD.Pro
00034272	Exporting the complicated composite section from Beam to Detailhe will not fail anymore
00035261	Fixed incorrect export of force and moment components when a combination contains the same load case twice in STAAD.Pro
00035546	The issue with the wrong buckling factor for rod members has been fixed
00035563	The issue with the import of the 2U cross-section from RSTAB has been fixed
00035697	The issue with Tekla export is solved
00035911	Corrected issue with data import from RFEM
00036009	Fix of transfer of load combinations from RFEM
00036120	Corrected member cross-section orientation after export from STAAD.Pro to Member
Connection
Case #	Description
00034581	Influence of shear force when using rod cross-section corrected
00035026	The coefficient for filler plates in the Australian Code corrected
00035124	The assigning of the negative volume was fixed
00035311	Corrected weld constraints for symmetrical beam-to-beam end plate connection to give symmetrical results in weld stress
00035669	The issue with .dxf is solved
00035741	The issue with disconnected plates of the U profile has been fixed
00035750	Load extreme selection functionality has been extended by one condition comparing stresses in members
00035808	An issue with missing templates in Connection Library due to cloud storage temporary error has been fixed
00035829	Operation Connecting plate when rod cross-section used was corrected
00035927	The issue with empty section views has been fixed
00035933	Several meshing issues have been identified and fixed
00035950	The issue with missing fillet welds after import from Advance Steel has been fixed
00035970	Partial safety factors for both welds and bolts in fire design are now available
00035997	The issue with identical names of loads corrected
00036034	The situation about buckling analysis and negative values was fixed
00036095	Fix of an error when generating a report
00036111	The issue with meshing around the bolt opening solved
00036122	The issue with missing welds of the welded section has been fixed
00036128	Mesh generation error - fix of a cut with an offset
00036163	The issue with mesh generating was fixed
00036199	Warning for incorrect input of geometry added
00036209	Welds no longer disappear when Y or Z eccentricity exceeds 1 mm
00036226	A bug in the Report generation was fixed
00036242	The issue with the discontinuity of welded cross-sections was fixed
00036260	Fixed blank report page
00036324	There was an issue regarding welded compound sections and eccentricities that has now been fixed
00036327	An issue with partially missing welds of a general welded section when setting an eccentricity of a member has been fixed
00036433	The weld size now includes intervals of 1/16 inch when using imperial units
00036476	The cut operation applied on Stub operation and circular sections was fixed
00036509	The issue with the error in the report is solved
00036540	Section model views fixed
00036637	Workaround is provided for issues with support in image in a report
Detail
Case #	Description
00035523	The calculation issue of the model in the general position was fixed
Member
Case #	Description
00035104	Corrected issue with meshing in  the anchoring operation
RCS
Case #	Description
00034663	The issue with the nonconformity message for the crack width check in Dutch is solved
00034933	The issue with minimum reinforcement in RCS is solved
00035481	The issue regarding shear force capacity in RCS is solved
00035495	The issue with art 6.1(9) from the Dutch national annex has been solved
00035765	The issue with the order of sections in the report in RCS is solved
00036495	Fixed shear and torsion interaction for zero torsion or zero shear cases
00036620	The wrong identification of shear reinforcement in the 2D section interaction check was fixed

Version 23.0.0

Released Apr 26, 2023

All applications
Case #	Description
00034818	An issue that generated a negative internal radius for a user-defined cold-formed section has been fixed
Beam
Case #	Description
00034296	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
BIM links
Case #	Description
00031467	An issue that results in some loads being missed from the Robot Structural Analysis BIM link has been resolved
00033702	Several issues regarding sections and load effects with the RFEM6 BIM link have been identified and fixed
00034106	Import of internal forces has been fixed by export to IDEA StatiCa Checkbot
00034171	Import of the circular hollow section for parametrized profile was fixed
00034300	Failing export of connections from STAAD.Pro to Checkbot fixed
00034371	The issue with the import of parallel flat bars from RFEM has been fixed
00034676	The problem with Tekla export was solved
00034691	The error message "Unable to import cross-section" when importing connections from RFEM 6 resolved
00034732	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
00034764	Issues with specific operations of connections after opening the structure as a whole in the Member application have been fixed
00034774	Incorrect import of RHS (rotating about the main axis) from SCIA Engineer fixed
00034835	The issue with the import of load effects from RStab has been fixed
00034996	The wrong import of forces from AXIS VM model to Checkbot was fixed
00034997	The issue with the graphical representation of hollow profiles imported from RFEM has been fixed
00035064	The error message "Duplicated load case" when importing connections from RFEM 6 resolved
00035314	The issue with incorrect geometry of the parametric cross-section imported from RFEM has been fixed
Connection
Case #	Description
00032093	The problematic cut and weld in Connection were fixed
00032498	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
00032879	Incorrect results in checks of symmetrical anchoring with beta angle 0° and 180° fixed
00033014	The Connection Library template was updated and fixed
00033735	The problematic cut of a tube by another tube was fixed
00033893	Cut of a diagonal by a work plane was implemented
00034034	Problem with detecting multiple anchor groups when going through multiple plates and determining the effective area required for the concrete breakout checks resolved
00034183	The the issue with the incorrect definition of the free edge has been fixed
00034236	Tha tab with summary results for HT analysis has been added to the report
00034240	The incorrect definition of stiffeners was fixed
00034362	An issue impacting the .pdf export from the Report tab has been fixed, the sizes should now correspond to a standard A4
00034553	Issue with missing borders and headings at the exported tables to DOC file was solved
00034596	Issue with wrong results in the Developer mode corrected
00034693	Issue with missing borders and headings at the exported tables to DOC file was solved
00034798	Problem with an anchor missing in the calculation fixed
00034811	The messaging of "out of scope" issues was enhanced
00034836	The issue with Tekla export to IDEA was solved
00034870	It was not really a bug, but issue was explained more clearly to the client.
00034892	Issue with missing Weld and Plate name symbols in the Connction app - Section view has been resolved
00034960	Issue with missing borders and headings at the exported tables to DOC file was solved
00035054	Issue with missing borders and headings at the exported tables to DOC file was solved
00035229	Issue with missing symbols / remarks in sections was solved
00035478	Issue with missing borders and headings at the exported tables to DOC file was solved
00035479	Different results were obtained when cutting members by different methods. Now the issue is fixed
00035490	Issue with missing borders and headings at the exported tables to DOC file was solved
00035499	Issue with missing borders and headings at the exported tables to DOC file was solved
00035506	Bug with green check even though u.c. > 100% was solved
Detail
Case #	Description
00032833	Issue with the graphical representation of crack results has been fixed.
00033570	The utilization of reinforcement bars is already taken from the stress output and not from the strain. More transparent code-check for the users
00034627	Automatic numbering of added subregions was fixed
00035016	The issue with the specific length of corbel has been fixed
Member
Case #	Description
00033084	Support options for analyzed members that do not have any effect hidden and left only for the related members
00035162	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
RCS
Case #	Description
00034121	The parameteres of the steel were corrected. The Category 2 was set as default
00034492	The issue regarding crack width calculations steel stresses that exceed the yield strength has been solved
00034733	Calculation of the effective width for TT beam in RCS has been fixed
00035000	The issue regarding torsion interaction in RCS has been solved
00035069	The issue with wrong Dutch explanation in RCS stress limitation check was solved
00035089	The issue regarding interaction of V+T to determining Fsw in RCS has been solved

Version 22.1.6

Released Apr 27, 2023

Licensing update.

Version 22.1.5

Released Mar 14, 2023

All applications
Case #	Description
00032443	The broken file has to be removed from the project file manually. Then the new calculation will work correctly
00033070	UIX improvement has been implemented so that the list of loads effect does not expand after each operation modification
BIM links
Case #	Description
00031663	The issue with not importing non-standard cross-sections from SAP2000 using the Checkbot application has been fixed
00032090	DUENQ cross-section and user-defined material are now imported and displayed in Checkbot
00032909	The Cut operation works correctly now for the imported incline member
00032938	The issue with the freezing of Checkbot after synchronization with AxisVM corrected
00033200	An issue with plate orientation in Tekla has been identified and fixed
00033206	The problem with Checkbot was fixed
00033560	An issue with import from SCIA Engineer to Checkbot has been identified and fixed
00033687	connection are now imported to Checkbot as expected
Connection
Case #	Description
00030887	An issue with using rectangular hollow cross-sections used in truss models in the Connection application has been fixed
00033052	Corrected the behavior of the Local deformation checkbox
00033181	A bug with the infinite stiffness of a connection at specific internal forces was fixed
00033277	The error message in report generation with formulas switched on and timber members was fixed
00033315	Removed empty pages from the report in the student version
00033544	Fixed error in updated operation PCUT for connection projects imported from CAD software
00033546	The calculation of bending moment in anchors with stand-off was updated. Now, a bending moment in anchors is calculated by FEM with respect to the stiffness of the base plate. Previously, the moment was calculated simply as transverse force V multiplied by the length of the anchor
00033716	The issue with the missing parts of a circle stiffener on tubes corrected
00033718	An issue with the use of negative volumes for multiple cuts was identified and fixed
00033915	Fix of a stiffener weld around the tubular member
Detail
Case #	Description
00033834	Incorrect visualization of the reactions in supports and their units in the report in the Detail application has been corrected
Member
Case #	Description
00033338	The issue with the missing view of the result when GMNIA > 100% was corrected
00034056	The problem with anchored connections in the member application was fixed
RCS
Case #	Description
00033094	The unit of curvature in the RCS M-N-K diagram has been added
00033434	The combination of standard calculation and fatigue was not working simultaneously. The issue has been fixed
00033475	The effective height of the cross-section is now shown properly in RCS
00033844	An issue with defining shear reinforcement (links) for 2D elements in RCS has been fixed
Viewer
Case #	Description
00031039	Corrected the appearance of the cut plate after export into DWG

Version 22.1.4

Released Feb 13, 2023

Beam
Case #	Description
00032099	The issue with running the Tendon module in AxisVM link solved
BIM links
Case #	Description
00032436	STAAD.Pro BIM link: The bug with loads not being imported when Metric units were used has been fixed
00032614	Wrong import of solid track section from MIDAS fixed
00032663	The issue with the import of XML from Modest solved
00032862	STAAD.Pro BIM link: The bug with member orientation has been fixed
00032911	STAAD.Pro BIM link: The bug with loads not being imported when Metric units were used has been fixed
00033003	The translation is correct now
00033010	The bug with exporting from Tekla to IDEA leading to the wrong orientation of strip member has been fixed
00033012	A problem when mapping cold-formed sections in Checkbot has been resolved
00033020	STAAD.Pro BIM link: The bug with loads not being imported when Metric units were used has been fixed
Connection
Case #	Description
00030474	A warning about the bolts in timber loaded out of the software scope has been added. The bolts can be analyzed in shear only
00030761	Welds on continuous members in the Operation Cut corrected
00031902	Improve the cut of a plate manufacturing operation on a circular stiffening member
00032487	A bug generated by activating the plate clash check was fixed
00032508	Corrected the appearance of clash warning in welded splice operation
00032557	Fixed possible crash when calculating Connection or Detail projects on older Windows subversions, solved by installing the latest Visual C++ Redistributables
00032593	The automatic welds are created in the PCUT operation
00032739	Corrected the behavior of the order of operations Contact and Welds
00032777	The user is now informed how to set units properly to prevent incorrect rounding
00032795	Spelling mistakes should be corrected now
00032810	Lengths of partial welds are now listed correctly in the results table/report
00032936	The ordering of the welds will not stop the calculation.
00032944	Bolt shear utilization ratio for pre-loaded bolts is now shown in the bolts results table
00033030	XLS import corrected
Detail
Case #	Description
00032521	Occasional wrong trim of group of stirrups along openings fixed
00033292	The divergence of non-linear calculation when wire fabric reinforcement is applied was solved
Member
Case #	Description
00032740	The issue with bolts solved
RCS
Case #	Description
00032506	The possibility of generating MNK diagram in both strong and weak directions for a cross-section in RCS has been fixed
00032784	Displaying of the cross-section with more parts in the second phase is correct now

Version 22.1.3

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

Version 22.1.2

Released Dec 5, 2022

All applications
Case #	Description
00030327	Turkish regional format works correctly now
Beam
Case #	Description
00027676	Atipycaly modeled beams can be calculated correctly
BIM links
Case #	Description
00029775	The issue connected with import of haunches from AD 23.0.1 has been fixed
00030211	Fixed incorrect notch cuts of members imported to Viewer for Tekla Structures
00030689	The issue associated with a Checkbot crash when an empty results class was selected has been fixed
00030812	Missing formulas for welds - corrected
Connection
Case #	Description
00028506	The singularity detected on the concrete block has been moved to the next development phase
00029494	Issue of missing values was solved
00030554	Corrected the visualization of welds at inclined members
00030783	Fixed incorrect determination of psiM,N used in Concrete breakout resistance anchor in tension check
00030907	The issue with the check of preloaded bolts according to Chinese standard was solved
00030978	The issue with the removal of stiffener plate was solved
00030997	Error with changing the Stiffener type (in Shifted end plate operation) from 'Full' to 'None' was fixed
00031009	Incorrect reporting of Design Resistance with anchors has been fixed
00031108	Problems when copying loads from Excel have been fixed
00031126	Switching between the analysis types - error message fixed
00031154	Error with changing the Stiffener type (in Shifted end plate operation) from 'Full' to 'None' was fixed
00031302	Errors in the bolt group dialog, when a shear lug was selected, have been fixed
00031308	The issue with removal of stiffener plate was solved
00031324	Bolt bearing checks when in slotted holes have been solved
Detail
Case #	Description
00028768	The equilibrium issue is solved
00030924	The issue with short-term losses is solved
Member
Case #	Description
00030548	The member with TT cross-section can be calculated now
00031110	The graphics associated with connections in Checkbot and Connection have been harmonized
RCS
Case #	Description
00028487	Issue with sigma cp was solved
00028921	Issue with brittle failure was solved
00030032	Issue with RCS fatigue total lifecycle was solved
00030321	The name of the equations was updated according to new SIA
00030440	Issue with RCS fire resistance was solved (interpolation between values from table is now applied)
00031010	The calculation of crack width is corrected
00031353	We had meeting with Lukas Bobek and clarified how IDEA works, also some bugs were resolved
Viewer
Case #	Description
00030292	Incorrect import of the connection has been solved
00030426	Incorrect import of the connection has been solved
00030507	Incorrect import of the connection has been solved
00030749	Incorrect import of the connection has been solved
00030750	Incorrect import of the connection has been solved
00030766	Incorrect import of the connection has been solved
00030767	Incorrect import of the connection has been solved
00030829	Incorrect import of the connection has been solved
00030848	Incorrect import of the connection has been solved
00030849	Incorrect import of the connection has been solved
00030854	Incorrect import of the connection has been solved
00030871	Incorrect import of the connection has been solved

Version 22.1.1

Released Nov 3, 2022

BIM links
Case #	Description
00028437	A problem with non-linear load case combinations in Robot has been fixed.  They are now imported into Checkbot as expected
00029440	The Clean button in the Materials tab now works with Cross-sections, Materials and Bolt assemblies to delete unused items
00029761	The compound cross-sections from SCIA can be imported to Checkbot now
00029772	The connection can be imported with the correct members and cross-sections
00029975	An issue with zero-length members has been discovered in SCIA and has been reported to their development team
00030145	The issue with saving manually created reinforcement zones in the IDEA BIM application has been fixed
00030175	The slow import of objects from some Tekla Structures models has been identified and fixed
00030291	Reported issues with SAP2000 version 24.1.0 and ETABS 20.3.0 are temporarily overcome by a published workaround until the necessary changes are done by CSI in their API
Connection
Case #	Description
00026316	Errors during the process of publishing larger templates in the Connection Browser were fixed
00028314	Errors during the process of publishing larger templates in the Connection Browser were fixed
00028539	The adjustment of tensile stiffness for contact. The factor decreased the stiffness of the tensile branch of the nonlinear spring
00029147	The error is fixed by importing the connection again to the Checkbot
00029691	The overall usage result values for projects with multiple anchoring blocks were corrected. Also, the explanation message about effective areas for concrete block code-check was embedded into the result table.
00029780	Issues with bolted plates with a filler in between fixed.
00029865	Clash check warning for the operation CUT corrected
00030005	Suggested improvements pertaining to Fire Design have been implemented
00030078	An Issue with the XLS import function that changed the order of loads for members was fixed
00030156	Fixed error In the analysis model where there was gamaM2 used instead of gama_M3 to display the value of the overall results as was in the detailed results
00030213	Fixed crash of application with tube welded to a tubular stiffening member on top of another tubular member
00030241	Wrong yield stress values based on the plate thickness fixed
00030266	Wrong yield stress values based on the plate thickness for Indian standard fixed
00030279	Wrong yield stress values based on the plate thickness for Indian standard fixed
Detail
Case #	Description
00029845	The increasing speed during the opening of the big project in Detail app
Member
Case #	Description
00029804	The issue with missed loads on connected members in some cases was fixed.
RCS
Case #	Description
00029818	An interactive pop-up message regarding the concrete grade and corresponding exposure class has been changed to an informative one.
00029844	The issue with the missing table for the Fire resistance combination was now fixed; the table was added to the table editor.
00030017	The issue with wrong fatigue parameters when using 1992-1-1 and 1992-2 in combination with the Dutch national annex was fixed
Viewer
Case #	Description
00030047	Fixed issue with Viewer not being able to open project files containing project items with FIR or HT analysis types.

Version 22.1.0

Released Oct 10, 2022

All applications
Case #	Description
00024580	Various corrections made to error messages to help customers understand the error.
BIM links
Case #	Description
00026252	The Advance Design 2023 Bim link has been tested with steel and concrete apps.
00026499	The STAAD.Pro BIM link was updated to the new version including fixes of the export errors.
00028193	The issue with the direction of internal forces according to the principal and local axes has been fixed.
00028362	Direct BIM export from AXIS fixed for tha part of a stucture.
00028666	The STAAD.Pro BIM link was updated to the new version including fixes of the export errors.
00028749	The several nodes can be merged by Merge button in the same node in Checkbot.
Connection
Case #	Description
00024823	User account deleted from Connection Lite platform.
00026856	Imperial units for the Stiffnes analysis.
00027741	The grouping has been fixed.
00027978	Issue was with import from tekla. Do the import again and the flange does not split.
00028101	A wrongly added stiffeners when using the Connection Browser was fixed.
00028218	Preoblem with plates mismatch when applying a design from the Connection Browsed fixed.
00028359	The problem with the stub clashes fixed.
00028600	PCUT operation parametes fixed.
00028607	RHS section import from Tekla error fixed.
00028671	Missing values for bolt shear forces in multi shear plane connections were added for Chinese design code.
00028772	CUT by Negative volume was fixed.
00029167	The linear stress for fatique code- check of anchors has been fixed.
Detail
Case #	Description
00024375	The new mesher CM2 is fixing the error for the reactions above the supports using the local remeshing.
Member
Case #	Description
00028197	Problem with the calculation process fixed.
RCS
Case #	Description
00028458	The response N-M-M will be activated as default from this version for newly created projects.
00028890	The problem with the presentation of the results in the last table is fixed for version 22.1. The resulting stiffness for the second-order effect is calculated correctly.
00029024	Bugfix has been finished for one extreme where been showing the weird utilization for N-M-M.
00029067	The spacing of rebars for code-check of cracks has been fixed.

Version 22.0.5

Released Sep 9, 2022

Beam
Case #	Description
00028064	The program failed after launching the Tendon application. Now it is fixed. The program does not crash. Only default prestressing load cases (PRE, POST) are supported during the TDA. User-defined prestressing load cases are not supported.
BIM links
Case #	Description
00027844	Export of bulk connection items from Checkbot to single file error fixed.
00027871	A problem with member IDs preventing some connection operations has been fixed.
Connection
Case #	Description
00025506	Imported weld showing too big deformation for a given configuration of connection of forces problem fixed.
00026072	The issue with the extended base plate solved
00027376	The issue with the anchoring of the general cross-section solved
00028250	The issue with the use of apostrophes in the report notes was solved.
00027123	Fixed wrong determination of stress in concrete for split baseplate welded together and a column positioned outside the concrete block area.
00027834	A problem with member IDs preventing some connection operations has been fixed.
Detail
Case #	Description
00028465	Detail crashes after removing support using the template dapped end beam. This happened in German mutation. Now it is fixed.
00028628	In the previous version analysis did not start after clicking on "Calculate". Now it is fixed.

Version 22.0.4

Released Aug 11, 2022

BIM links
Case #	Description
00026516	An issue with a missing picture of the structural model in Checkbot after import from AxisVM solved.
00027262	Fix of selection problem of anchoring node in RFEM 5.
00027621	Export a concrete column in SCIA Engineer to IDEA StatiCa Checkbot works now.
Connection
Case #	Description
00024319	Problem with the name of a weld fixed.
00024655	Connection Browser: Fix of geometry recognition when several members are present.
00025309	Problem with incorrect display of fillet welds fixed.
00025851	Connection Browser: Duplicity of the company set prevented.
00026737	Singularity issue with a cut using negative volume on hollow-cross section solved.
000027086	Connection Browser: Fix of geometry recognition when several members are present.
00027162	The corrected range for the factor Effective area - Influence of mesh size in Code setup.
00027316	Corrected anchor area in formulas when the shear plane in a thread is unchecked.
00027331	The detailing of the butt welds has been removed.
00027458	Missing weld for Cut by surface operation fixed.
00027546	Analysis of a timber connection imported via BIM link fixed for N, Vz, My model type.
00027806	Calculation problem of a project in Chinese standard GB fixed.
Member
Case #	Description
00027034	An offset of the related members' influence corrected.
RCS
Case #	Description
00019865	Improved algorithm when assessing interaction diagram for extreme cases of a prestressed concrete section.
00024967	Improved approach when checking detailing rules for reinforced concrete section mainly in compression. The previous versions reported a zero reinforcement ratio for longitudinal reinforcement in tension. Now due to the improved algorithm, this problem does not occur anymore.

Version 22.0.3

Released Jul 20, 2022

All applications
Case #	Description
00025655	Link to online Viewer in the starting app redirected.
Beam
Case #	Description
00026448	Corrected issue with generating member after import from AxisVM.
BIM links
Case #	Description
00026068	Fixed the low speed of reading data for extreme numbers of imported nodes at once from Dlubal API (RFEM 5.28 and RSTAB 8.28); more possible improvements only on the side of Dlubal API.
00026644	Shear transfer for bolts is now correctly set after the import by the Viewer plugin.
00026712	An issue with the extension of a project file exported from the Checkbot application has been fixed.
00026982	The maximal distance for connecting members with eccentricity to one joint has been increased.
Connection
Case #	Description
00026242	Log in to the Connection Lite fixed.
00026572	Previous saved self-made templates can now be applied to new connections.
Member
Case #	Description
00026172	Lateral-torsional restraint fixed for the top flanges of CFD profiles.
00026317	Corrected issue with the disappearance of the cup plate.

Version 22.0.2

Released Jun 17, 2022

Beam
Case #	Description
00024434	An issue with Checkbot not recognizing concrete beams in AxisVM has been fixed.
BIM links
Case #	Description
00025509	An issue with Checkbot not merging beams from RSTAB/RFEM has been fixed.
00025581	An issue with Checkbot material import from Advance Steel has been fixed.
00025727	An issue with the Incorrect angle import of welded I-beam from AxisVM was resolved.
00026063	Export of internal forces for the design of simple base plate connection from RFEM has been fixed.
Connection
Case #	Description
00011789	Welding of a stiffener under the circular cut of a tube fixed.
00024372	The corrected formula for a concrete breakout at symetrical loading in anchor design.
00025008	Fix of DXF curve exported from the stiffness analysis.
00025168	An issue with the disappearing of circular cross-section after the cut operation was resolved.
00025342	Reduction factor beta,p for Shear resistance check (EN1993-1-8 Chapter 3.6.1, tab 3.4, clauses 12 and 13) fixed determination for multiple packing plates and non-preloaded bolts.
00025391	The dialog Position in operation Stiffener is fixed to be visible with all other different settings within this operation.
00025618	Corrected wrong check of bolt distances when using Negative volume operation.
00025902	An issue with taking into account incorrect value for the distance between bolts and the edge of the plates for the detailing check was fixed.
00025978	Corected formula for  M_{pl,Rd} in anchor design.
00026038	An issue with taking into account incorrect value for the distance between bolts and the edge of the plates for the detailing check was fixed.
IOM
Case #	Description
00026143	An issue with upgrading IOM integration to version 22 was fixed.
RCS
Case #	Description
00023796	Shear check update for circular cross-sections. Now a reduction coefficient "chi" is considered when calculating the shear resistance V_{Rd,s} of circular cross-sections. The maximum value of the chi reduction coefficient is 0.85.
00025985	Bugfix: calculated second order eccentricity was not considered when calculating the interaction diagram and response N-M-M of the cross-section. Now it is fixed.

Version 22.0.1

Released May 20, 2022

Beam
Case #	Description
00025343	Bugfix: when running the TDA from the Tendon app due to changes in tendon layout, the updated results are now displayed in the Beam app instead of displaying the old results
00025347	Bugfix: change of language does not cause recalculation of the project anymore
BIM links
Case #	Description
00024261	Advance Steel 2022 installation issues fixed
00024994	UI bug in inputting the values in Settings fixed
00025279	An issue with merging members in the Checkbot application was fixed
00025352	Fixed sync and file export problem for particular steel hall project imported to Checkbot from Robot Structural Analysis
00025656	LCS rotation bug of vertical members when exporting to standalone files fixed
Connection
Case #	Description
00019166	DWG export from Connection Lite fixed
00024567	Circular stiffener problem fixed
00024671	Fix of reading the custom values of partial safety factors in Settings
00025011	Computational model analysis error fixed
00025234	Weld around a circular stiffening plate fixed
00025326	Weld around a circular stiffening plate fixed
00025533	Circular stiffener problem fixed
Member
Case #	Description
00023868	The general thin-walled section for IDEA StatiCa Member has been fixed.
00024299	The general thin-walled section issues with welding fixed.
RCS
Case #	Description
00023618	Revision of the M-N-Kappa diagram and fixing the stiffness points
00024831	Problem with determining the concrete cover layer thickness fixed.

Version 22.0.0

Released Apr 21, 2022

Beam
Case #	Description
00024201	An issue with importing user-defined forces via XML file was fixed
BIM links
Case #	Description
00023288	The inconsistency between steel and concrete material after import to IDEA StatiCa BIM from Midas Civil has been fixed
00023312	The Viewer plugin for the Advance Steel export issue fixed
00024087	Corrected broken BIM link for SAP2000.
Connection
Case #	Description
00019402	Fixed problem with losing result data from all CONs in one project file after e.g. adding a new cross-section in one CON
00022272	The full extent of a stiffening haunch is now modeled and taken into account in v22.0.0
00023175	Fixed detailing check neglecting specific cases with big and user-defined bolts in one bolt connections close to stiffeners
00023256	The inconsistency between the Axial stiffness table result values and the graphic diagram occurred in some cases. This issue has been fixed
00023286	Corrected exception error after calculation
00023319	The inconsistency between the Axial stiffness table result values and the graphic diagram occurred in some cases. This issue has been fixed
00023533	Corrected exception error during the analysis
00023650	An issue with two different groups of anchors was corrected
00023746	Corrected mesh discrepancy in buckling analysis of specific imported RHS hollow sections
00023763	Calculation error fixed (steel beam on an inclined concrete block)
00023984	An issue with DICAD interference was solved
Detail
Case #	Description
00019023	Long calculation time reduced

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.