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- AutoCAD interface update for version 2023The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2023Revit 2016 - 2022Tekla Structures 20.1 - 2022
- RFEM solver update - this removes support for Windows XP. Windows Vista or later is required
- Adaptations concerning the display of nodal support arrows
- Adaptations in the printout report regarding the display of the result values of a specific x-location in result diagram graphs
- Adaptations concerning the consideration of nodal loads on members of the type "Truss" if the node for the load is on the line of the member
- Adaptations concerning the consideration of modified local axis systems of solids when displaying stress results
- Adaptations of values on surfaces when displayed at local peak values - the values may not have matched the color gradients
- Adaptations in the calculation of nodal support forces when using members of the type "Truss" if they were provided with an axial eccentricity
- Adaptations in the solver regarding the consideration of the member rotation of members with SHAPE-MASSIVE sections, if the member rotation was defined via help nodes
- Adaptations in the solver regarding the consideration of line releases if they are adjacent to contact solids
- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
- Adaptations concerning the headers and load cases in tables when exporting support reactions from 2D positions
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- AutoCAD interface update for version 2023The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2023Revit 2016 - 2022Tekla Structures 20.1 - 2022
- Adaptations concerning the display of nodal support arrows
- Adaptations in the printout report regarding the display of the result values of a specific x-location in result diagram graphs
- Adaptations in the calculation of nodal support forces when using members of the type "Truss" if they were provided with an axial eccentricity
- Adaptations in the solver regarding the consideration of the member rotation of members with SHAPE-MASSIVE sections, if the member rotation was defined via help nodes
- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
- Adaptations concerning the headers and load cases in tables when exporting support reactions from 2D positions
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptation of specific weight for softwood and hardwood for materials according to EN 338:2016 + ÖNORM 1995-1-1:2015
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- Adaptations concerning the determination of the maximum design ratio of SHAPE-THIN cross-sections with longitudinal stiffeners - a warning message has been implemented if the minimum requirements for the longitudinal stiffeners are not met
- Adaptations in the warping torsion analysis for sections of the type KU-PAR
- Adaptations concerning the consideration of the section type 2IKL in the design check according to 6.3.3 - the section is now classified as unallowable
- Implementation of weld design for the section types LS, LU, UU, IU2S, UL(A), UL(B), UL(C)
- Adaptations in the warping torsion analysis regarding the determination of the governing stress point - particularly if reduced yield strengths were used at some stress points due to the component thickness
- Adaptations in the analysis according to 6.3.4 and formula 6.66 from EN 1993-1-1 regarding the consideration of internal forces if they fall below the limit of 2 per mille. In this case, the internal forces are not taken into account
- Adaptations in the design of sections of the type 2UR U regarding the consideration of torsional moments
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- Adaptations concerning the determination of the maximum design ratio of SHAPE-THIN cross-sections with longitudinal stiffeners - a warning message has been implemented if the minimum requirements for the longitudinal stiffeners are not met
- Adaptations in the warping torsion analysis for sections of the type KU-PAR
- Adaptations concerning the consideration of the section type 2IKL in the design check according to 6.3.3 - the section is now classified as unallowable
- Implementation of weld design for the section types LS, LU, UU, IU2S, UL(A), UL(B), UL(C)
- Adaptations in the warping torsion analysis regarding the determination of the governing stress point - particularly if reduced yield strengths were used at some stress points due to the component thickness
- Adaptations in the analysis according to 6.3.4 and formula 6.66 from EN 1993-1-1 regarding the consideration of internal forces if they fall below the limit of 2 per mille. In this case, the internal forces are not taken into account
- Adaptations in the design of sections of the type 2UR U regarding the consideration of torsional moments
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- Adaptations in internal data management regarding the retention of module inputs - particularly the limit deformations
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- Adaptations in internal data management regarding the retention of module inputs - particularly the limit deformations
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- Adaptations in the design of shear stress in the y-direction for rectangular sections
- Adaptations concerning the applied shear area of welded box sections
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- Adaptations in the design of shear stress in the y-direction for rectangular sections
- Adaptations concerning the applied shear area of welded box sections
