Version 21.1.3

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Released Jan 14, 2022

Beam 
Case #Description
00022187The discrepancy between the friction coefficient stated in the report chapter 3 and 4 was fixed
BIM links 
Case #Description
00020445When 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
00020536An issue with the export of the trapezoidal beam from the IOM to Beam application was fixed
00021459Robot Structural Analysis: Fix of wrong identification and rotation of the plate cross-section
00021597The wrong description of exported material from RFEM was fixed
00021612The Checkbot interface when deleting connections has been fixed
00021625An issue with only critical combinations importing to the IDEA StatiCa Connection application was fixed. The software imports all of the combinations now
00021626An issue with the length of some generated filenames was identified and resolved
00021713If IDEA was already running SCIA would not export the connection - this is now fixed
00021757An issue with certain geometrical arrangements of bolts in Tekla has been identified and fixed
00021829An issue with incorrect direction of imported member in AxisVM fixed
Connection 
Case #Description
00020974Fixed correct choosing of plates in Bearing resistance check under Eurocode for thin-walled complex connections
00021262Fixed bug of displaying long result value of Concrete edge failure resistance check under Eurocode
00021334The code-check of the stand-off anchors is not valid for concrete break-out. The asymmetrical bolt operation for heavy anchoring has been fixed
00021360An issue with analysis when using the butt weld in the baseplate connection was fixed
00021462Fixed wrong material properties for Tesion resistance check under Chinese code for modified bolts with higher strength
00021504Fixed incorrect rotational stiffness
00021550When 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
00021565A problem was identified with the resistance and stiffness of minor axis bending calculations which is now resolved
00021583Corrected calculation of Mj,Rd for ST analysis changed incorrectly to lower values in patch 21.1.1
00021594Automatic alignment of the stub with the connected member fixed
00021676A discrepancy in stiffness analysis has been resolved for initial stiffness values
00021677Incorrect description of distances between bolts was fixed
00021799An issue with creating a report in Spanish when Formulas checked was fixed
00021999An issue with creating report when Code settings checked was fixed
00022011Fixed 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
00022014Fixed incorrect result for Mz stiffness in ST analysis for symmetrical anchorings with symmetrical loads applied
00022513An issue with incorrect results in bolts when wideners were used was fixed
RCS 
Case #Description
00020753The 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
00021675The 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
00021769The blank report was fixed
00021880The discrepancy between results for negative and positive settings of the reinforcement zones has been fixed
00022016An issue with saving the edited cross-section in the RCS application was fixed
00022240The 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