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- Adaptations concerning the opening of manuals - they are now opened analogous to the set program language again
- Adaptations concerning the loading in the RF-FORM-FINDING module after calculating load cases with the category "Form-Finding" - loads were doubled in some circumstances
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- Adaptations concerning the loading in the RF-FORM-FINDING module after calculating load cases with the category "Form-Finding" - loads were doubled in some circumstances
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- Adaptations concerning the opening of manuals - they are now opened analogous to the set program language again
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- Adaptations concerning the determination of nominal flexural strengths for Chapter F.2-F.4
- Adaptations in the stability design concerning the determination of the nominal flexural strength according to F.4-13
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- Adaptations concerning the determination of nominal flexural strengths for Chapter F.2-F.4
- Adaptations in the stability design concerning the determination of the nominal flexural strength according to F.4-13
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- Adaptations concerning the determination of the symmetry of KU-PAR sections
- Adjustment of buckling curves of KU-PAR sections
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- Adaptations concerning the determination of the symmetry of KU-PAR sections
- Adjustment of buckling curves of KU-PAR sections
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- Update of cross-section profiles of the company Schrag
- Implementation of cross-sections and materials according to ADM 2020
- Implementation of the member stiffness modification according to CSA S16:19 O.2.4
- Implementation of materials according to EN 10025-2:2019-10
- Implementation of a new result table for the load distribution from RWIND Simulation
- Improvement of the calculation performance through optimized consideration of the nodal degrees of freedom
- Adaptations concerning the display of cross-section outlines for tapered members
- Adjustments in the material database for aluminum according to the EN standard group - some series were split up to be able to represent the thickness ranges more precisely
- Adjustments in the solver regarding the compliance with the yield strength in the Material Model - Isotropic Plastic - 1D
- Adjustments in the result diagrams of sections regarding the consideration of the "Results Within Column Area" option
- Adaptations concerning the display of linearly smoothed support reaction diagrams
- Update of Bentley import/export - support of ISM version 8.0
- Adaptations concerning the graphical display of the filling of surface loads
- Adaptations concerning the graphical display of free variable loads on surfaces with a locally reversed coordinate system
- Optimizations regarding the input of parametric stiffnesses for the member type "Definable Stiffness..."
- Adaptations concerning the assignment of the load duration class of load cases from RWIND Simulation
- Adaptations concerning the result values in the table of surface contact stresses - especially in structures where lines and surfaces were simultaneously supported by failing line and surface supports
- Adaptations concerning the calculation of the section resultant for sections on multiple lines
- Adaptations in the results navigator of 2D positions regarding the selection of forces of line releases
- Adaptations concerning the hinge definitions of the member type "Truss" in 2D positions
- Adaptations concerning the graphical display of comments in connection with visibilities
- Adaptations in the mass print for results regarding the number of graphics to be generated
- Adjustment of the modulus of elasticity of the material VVS INOX (FATZER)
- Adaptations concerning the consideration of visibilities when selecting by means of the "Special Selection..." option
- Adaptations in the determination of shear areas of built-up channel sections regarding their upper limit
- Adaptations concerning the display of stresses in the result diagrams of sections through solids
- Adaptations concerning the cross-section weight as well as the material volume of hybrid rectangular timber hollow sections
- Adaptations concerning the Isotropic Damage 2D/3D material model regarding the display of plastic strains
- Adaptations concerning the generation of loads from motion on orthotropic surfaces
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- Update of cross-section profiles of the company Schrag
- Implementation of cross-sections and materials according to ADM 2020
- Implementation of the member stiffness modification according to CSA S16:19 O.2.4
- Implementation of materials according to EN 10025-2:2019-10
- Adaptations concerning the display of cross-section outlines for tapered members
- Adjustments in the material database for aluminum according to the EN standard group - some series were split up to be able to represent the thickness ranges more precisely
- Adaptations concerning the consideration of the stiffness modification of elastic member foundations in the load case calculation parameters
- Update of Bentley import/export - support of ISM version 8.0
- Optimizations regarding the input of parametric stiffnesses for the member type "Definable Stiffness..."
- Adaptations concerning the assignment of the load duration class of load cases from RWIND Simulation
- Adaptations concerning the graphical display of comments in connection with visibilities
- Adjustment of the modulus of elasticity of the material VVS INOX (FATZER)
- Adaptations concerning the consideration of visibilities when selecting by means of the "Special Selection..." option
- Adaptations in the determination of shear areas of built-up channel sections regarding their upper limit
- Adaptations concerning the cross-section weight as well as the material volume of hybrid rectangular timber hollow sections
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- Implementation of response spectra according to SIA 261/1:2020
- Adaptations concerning the import of accelerograms from Excel
