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- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2022Revit 2016 - 2022Tekla Structures 20.1 - 2021
- Upgrade to dongle driver 8.21
- Replacement of Chirkov elements by 9 DOF DKT bending elements for triangular elements and replacement of Chirkov or MITC4 elements by 12 DOF DKQ elements for quadrilateral elements
- Adjustments in load combinatorics for NEN EN 1990 - the factor kFI no longer has an effect in static equilibrium load combinations
- Implementation of a text scaling factor for the legend of color scales
- Adaptations concerning the load duration class of snow load cases according to the Swedish annex SS EN 1990 + EN 1995
- Adjustments in the Display navigator regarding the lighting settings
- Optimization regarding the display of result values on surfaces in the printout report
- Optimization regarding the calculation with incrementally increasing loading
- Optimizations regarding the display of dialog boxes with Chinese language package
- Optimization regarding page breaks in the printout report
- Optimization regarding the output of max/min values in the printout report
- Optimization regarding the consideration of the selected internal force reference to the principal axis / member axis for mass printing
- Optimization when moving line hinges
- Adjustment of the torsional constant of crane girder sections
- Adaptations concerning the displayed sum of sections in the info-box
- Optimization regarding the consideration of average regions
- Optimization of the calculation time for models with members with nonlinear material model
- Optimization regarding the output of comments for line loads in the printout report
- Adjustments to account for the stiffness modification of members according to AISC 360-10 C2.3(2)
- Optimization regarding the scalability of the result diagrams of line releases
- Adjustments of the graphical representation of the results of line hinges
- Optimization of the display of the printout report in Chinese
- Optimization of storage speed
- Optimization in the calculation of member loads with load type "Displacement"
- Optimization regarding the graphical output of the axis indices of members in the printout report
- Adaptation concerning the smoothing of line support forces
- Optimization in the generation of compound solids
- Adaptations concerning the consideration of the multiple selection of load cases/load combinations when setting the solution method of nonlinear algebraic equations
- Optimization of the tabular output of the forces of line hinges in result combinations
- Optimizations regarding the automatic FE mesh generation
- Optimization regarding the insertion of graphics from the clipboard into the printout report
- Optimization regarding the graphical output of the load distribution on 2D surfaces
- Expansion of the cross-section database to include sections according to ADM 2020, Table 18
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- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2022Revit 2016 - 2022Tekla Structures 20.1 - 2021
- Upgrade to dongle driver 8.21
- Adjustments in load combinatorics for NEN EN 1990 - the factor kFI no longer has an effect in static equilibrium load combinations
- Implementation of a text scaling factor for the legend of color scales
- Adaptations concerning the load duration class of snow load cases according to the Swedish annex SS EN 1990 + EN 1995
- Adjustments in the Display navigator regarding the lighting settings
- Optimizations regarding the display of dialog boxes with Chinese language package
- Optimization regarding page breaks in the printout report
- Optimization regarding the output of max/min values in the printout report
- Optimization regarding the consideration of the selected internal force reference to the principal axis / member axis for mass printing
- Adjustment of the torsional constant of crane girder sections
- Adjustments to account for the stiffness modification of members according to AISC 360-10 C2.3(2)
- Optimization of the display of the printout report in Chinese
- Optimization of storage speed
- Optimization regarding the graphical output of the axis indices of members in the printout report
- Optimization regarding the insertion of graphics from the clipboard into the printout report
- Expansion of the cross-section database to include sections according to ADM 2020, Table 18
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- Adjustment of the classification of general cross-sections when the orientation of the local z-axis is defined upwards
- Adaptation concerning the assignment of the post-buckling constant k2 according to Table B.4.3
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- Adjustment of the classification of general cross-sections when the orientation of the local z-axis is defined upwards
- Adaptation concerning the assignment of the post-buckling constant k2 according to Table B.4.3
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- Adjustment of the calculation of the torsional constant with FE method
- Adjustment of the calculation of effective cross-sections according to EN 1993-1-3 for cross-section parts with tensile stress
- Adjustment of the automatic generation of c/t-parts of built-up cross-sections
- Implementation of the option to define curved cross-section parts as stiffeners
- Adaptations concerning the calculation of the cross-section perimeter
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- Optimization regarding the application of cantilever lengths
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- Adjustments in the internal cross-section check of SHAPE-THIN sections - unwarranted error messages regarding invalid c/t-parts could occur
- Adjustments in the determination of the rotational spring for the non-continuous type regarding the approach of the second moment of area of Z-purlins
- Elimination of a 'not designable' message due to torsional moments in connection with stability designs although the stability design was not to be designed in these cases
- Adjustment of the factor eta for shear according to 6.2.6(3) and shear buckling according to NEN EN 1993-1-5
- If automatic switching to the method according to 6.3.4 is activated in the details and if buckling about the y-axis is activated in Window 1.5 Effective Lengths - Members or 1.6 Effective Lengths - Sets of Members, the stability analysis according to 6.3.4 for buckling about the z-axis and lateral-torsional buckling and now additionally the stability analysis according to 6.3.1 for buckling about the y-axis is performed, if the application conditions for the equivalent member method are not met
- Adaptations concerning the check of the maximum element thickness of cross-sections
- Optimization regarding the calculation of stresses for the classification of Z-sections
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- Adjustments in the internal cross-section check of SHAPE-THIN sections - unwarranted error messages regarding invalid c/t-parts could occur
- Adjustments in the determination of the rotational spring for the non-continuous type regarding the approach of the second moment of area of Z-purlins
- Elimination of a 'not designable' message due to torsional moments in connection with stability designs although the stability design was not to be designed in these cases
- Adjustment of the factor eta for shear according to 6.2.6(3) and shear buckling according to NEN EN 1993-1-5
- If automatic switching to the method according to 6.3.4 is activated in the details and if buckling about the y-axis is activated in Window 1.5 Effective Lengths - Members or 1.6 Effective Lengths - Sets of Members, the stability analysis according to 6.3.4 for buckling about the z-axis and lateral-torsional buckling and now additionally the stability analysis according to 6.3.1 for buckling about the y-axis is performed, if the application conditions for the equivalent member method are not met
- Adaptations concerning the check of the maximum element thickness of cross-sections
- Adaptation of the test for curved members in RF-STEEL/ Warping Torsion
- Optimization regarding the calculation of stresses for the classification of Z-sections
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- Adjustment of the geometry check of tapered sections
- Optimization in the calculation of sections with section heights greater than 1500 mm
- Adjustment of the calculation of connections with taper sections
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- Adjustment of the geometry check of tapered sections
- Optimization in the calculation of sections with section heights greater than 1500 mm
- Adjustment of the calculation of connections with taper sections
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- Update of the design according to the Austrian Annex
- Optimization in the consideration of the rope effect for bolts
- Change of the thickness limit of external steel plates for nails and screws to 20mm
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- Update of the design according to the Austrian Annex
- Optimization in the consideration of the rope effect for bolts
- Change of the thickness limit of external steel plates for nails and screws to 20mm
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- Optimization regarding the consideration of the manually defined effective flange widths
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- Optimization regarding the consideration of the manually defined effective flange widths
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- Optimizations in the determination of punching shear load from result combinations
- Optimization in the selection of punching nodes
- Implementation of a calculation hint when RF-PUNCH PRO cases to be calculated do not contain load cases, load combinations, or result combinations
