Parameters ‘Normal Stress’ and ‘IP Shear Stress‘ in check ‘6..Stresses P3’;
Parameters ‘Normal Stress’ and ‘IP Shear Stress‘ in check ‘7..Stresses P4’;
Fixed formula of parameter ‘Uf14’ in check ‘6..Overall’ of API RP 2A-WSD (21st, 2007) standard;
Fixed formulas of parameters ‘Sigma_E’, ‘Tau_C’, ‘Uf_1’, ‘Uf_2’ , ‘Uf_3’ in check ‘1..Plate Buckling’ of BV NR615 Plate Buckling (2023) standard;
Fixed formulas in check ‘2..Limits’ of Eurocode3 Connections (EN 1993-1-8, 2005) standard so that limits from Table 7.8 are applied only to the proper connections with RHS chord and RHS or CHS braces;
Fixed formula of parameter ‘Design Shear Force’ in check ‘12..Shear Check’ of AS 4100 (2020) standard;
Fixed formula of parameter ‘Fb nc Major’ in check ‘5..Section I’ of AISC ASD 89 (9th, 1989) standard;
Swapped bending moments were read from Simcenter 3D (SDC for Simcenter 3D);
License could not be used after switching to single computer;
Crash appeared when using SDC Verifier with a remote session or being inactive for some time;
Message regarding the differences between the model and data in SDC Verifier appeared before analyzing the job when there are suppressed bodies in the model (SDC for Ansys);
Tapered beams were not split when using Tapered Beam Tool (SDC for Femap);
Incorrect reference points were set in the cross section in Femap when creating it from the shape library (SDC for Femap);
Crash appeared when editing plate in Panel Finder if the direction was not recognized automatically;
Engineer/customer details were not updated after editing first page item in Report Designer;
Crash appeared after changing parameters to replacements in checks and editing tables afterwards in Report Designer;
Page breaks were always set after copying items under the custom folder in Report Designer;
Crash appeared when dragging items in Report Designer;
Could not use libraries on machines that did not have Microsoft Visual C++ Redistributable installed;