The shape builder no longer calculates the torsion constant for sections comprised of multiple shapes.Fixed RC beam, column and slab strips not being merged as part of a job merge.Now prevent filters from being corrupted if they are based on a node, member or plate list that contains numbers greater than 32765.Added support for Revit 2022 and withdrew support for Revit 20.This was just a reporting issue with everything being done correctly internally. For welded plate connections with doubler plates the utilization ratio was being reported for the case of no doubler plates.Now include welds along the top and bottom (as well as sides) of flange doublers in end plate connections.Added an option to automatically increase the problem size limits when opening a job that exceeds the current limits.Fixed the steel member flange restraints being shown in the wrong positions for steel design groups that contain more than 50 members.It was purely a visual issue but could have been misleading. In SPACE GASS 14, the base shear factor for base shear scaling in the NZS1170.5 spectral response analysis module was changed from a percentage to a factor, but the analysis form still showed a "%" symbol.The analysis, text reports and other design modules were not affected. The RC beam design module was also similarly affected and has been fixed. Corrected the self-weight component of analysis result diagrams for members that had a section area reduction factor other than 1.0.Corrected an issue with the conversion of some pre-v11 jobs to v14.Fixed the steel member design not having access to the section properties of non-library sections.
Reverted the change made in v so that the shape builder calculates the torsion constant for sections comprised of multiple shapes.Corrected the torsion constant calculations in the shape builder for sections comprised of multiple shapes that include trapezoids, triangles or polygons.Added an extra option to the AS3990/AS1250 steel member design module to skip clause 4.3.2 reductions for box girder flanges.Included a number of other minor enhancements and bug fixes.For bolted end plate and welded moment connections with a web doubler plate and two transverse web stiffeners, the AS4100 steel connection design module was showing the wrong web doubler plate thickness in the drawing notation and was reporting "N/A" for the web doubler and transverse web stiffener checks in the text report even though they were shown correctly in the drawing.Doubled the accuracy of node coordinates when exporting to a TXT file or importing from TXT, ARC, DXF or SDNF files.Simplified the Titan cloud-based licensing procedure.
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