The cut operation applied on Stub operation and circular sections was fixed The weld size now includes intervals of 1/16 inch when using imperial units There was an issue regarding welded compound sections and eccentricities that has now been fixedĪn issue with partially missing welds of a general welded section when setting an eccentricity of a member has been fixed The issue with the discontinuity of welded cross-sections was fixed Welds no longer disappear when Y or Z eccentricity exceeds 1 mm Warning for incorrect input of geometry added  Mesh generation error - fix of a cut with an offset The issue with missing welds of the welded section has been fixed The issue with meshing around the bolt opening solved The situation about buckling analysis and negative values was fixed The issue with identical names of loads corrected Partial safety factors for both welds and bolts in fire design are now available  The issue with missing fillet welds after import from Advance Steel has been fixed Several meshing issues have been identified and fixed The issue with empty section views has been fixed Operation Connecting plate when rod cross-section used was corrected Load extreme selection functionality has been extended by one condition comparing stresses in membersĪn issue with missing templates in Connection Library due to cloud storage temporary error has been fixed 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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