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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
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- Implementation of response spectra according to SIA 261/1:2020
- Adaptations concerning the import of accelerograms from Excel
- Fixed a calculation abort incl. error message that could occur when considering a stationary state
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- Implementation of response spectra according to SIA 261/1:2020
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- Implementation of response spectra according to SIA 261/1:2020
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- Update of layers of the company Binderholz
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- Implementation of some previously missing IM connections in the database
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- Implementation of some previously missing IM connections in the database
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- Adaptations in the calculation of models with global Z-axis upwards
- Adaptations in the determination of internal forces for the joint geometry regarding the consideration of axial member eccentricities
- Adaptations in the tension resistance design of flanges for 4-row connections regarding the applied flange section area
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- Adaptations in the calculation of models with global Z-axis upwards
- Adaptations in the determination of internal forces for the joint geometry regarding the consideration of axial member eccentricities
- Adaptations in the tension resistance design of flanges for 4-row connections regarding the applied flange section area
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- Adaptations concerning the definition of user-defined reinforcement diameters according to ACI 318
- Optimization of warning messages regarding the design of result combinations where load combinations according to the second-order theory were used.
- Adaptations concerning the determination of ultimate internal forces
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- Adaptations concerning the definition of user-defined reinforcement diameters according to ACI 318
- Optimization of warning messages regarding the design of result combinations where load combinations according to the second-order theory were used.
- Adaptations concerning the determination of ultimate internal forces
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- Adaptations concerning the consideration of creep effects for members with tensile stress
- Adaptation concerning the determination of VRd,max for lightweight concretes
- Adaptations concerning the minimum cylinder compressive strength fcm
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- Adaptations concerning the consideration of modified result beams if the design is started using "Show Results"
- Optimization in the display of "Values on Surfaces" for reinforcement direction 1
- Adaptations concerning the consideration of creep effects for members with tensile stress
- Adaptations in the design details of area reinforcement regarding the synchronization of values with those of the result tables
- Adaptation concerning the determination of VRd,max for lightweight concretes
- Adaptations concerning the minimum cylinder compressive strength fcm
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- Adaptations concerning the consideration of the orography coefficient according to EN 1991-1-4
- Adaptations concerning the consideration of the northern orientation of antennas from TOWER Equipment with respect to self-weight loads and ice loads.
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- Adaptations concerning the consideration of the orography coefficient according to EN 1991-1-4
- Adaptations concerning the consideration of the northern orientation of antennas from TOWER Equipment with respect to self-weight loads and ice loads.
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- Adaptations concerning the documentation of the lateral-torsional buckling design according to E-2.2 when exceeding the axial force resistance
- Adaptations concerning the determination of the nominal strength for the axial force in the stability designs for flexural buckling and torsional buckling according to section E
- Adaptations in the cross-section design for bending regarding the nominal flexural strength Mnlb,z
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- Adaptations in the cross-section design for bending regarding the nominal flexural strength Mnlb,z
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- Adaptations concerning the selection of user-defined visibilities
