![]() The issue with disconnected plates of the U profile has been fixed The assigning of the negative volume was fixedĬorrected weld constraints for symmetrical beam-to-beam end plate connection to give symmetrical results in weld stress ![]() The coefficient for filler plates in the Australian Code corrected Influence of shear force when using rod cross-section corrected The issue with the import of the 2U cross-section from RSTAB has been fixedĬorrected issue with data import from RFEMįix of transfer of load combinations from RFEMĬorrected member cross-section orientation after export from STAAD.Pro to Member The issue with the wrong buckling factor for rod members has been fixed The information about deflections for composite sections was rewrittenįixed wrong export of cross-section in STAAD.ProĮxporting the complicated composite section from Beam to Detailhe will not fail anymoreįixed incorrect export of force and moment components when a combination contains the same load case twice in STAAD.Pro Now it is possible to switch off internal forces The fillet welds generation between the web and flanges in the I profile shear lug is fixedįixed issue in reduced report generation. ![]() ![]() The issue with the deletion of custom materials in the MPRL editor is fixed The issue with the incorrect comparison of Fu and Fy in material properties ![]()
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