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更新报告
1 - 15 总 2397
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- Reset of trial licenses - they can be reactivated once only
- Adaptations in the panel regarding the display of surface thicknesses of surfaces of the Laminate stiffness type
- Adaptations concerning the deactivation of surfaces in the load case options - if line hinges are assigned on these surfaces, they are now also deactivated
- Adaptations in the export of the DXF format regarding the export of arcs and circular lines as well as the numbering of the objects
- Adaptations in the GH interface regarding the export of surfaces with curved boundary lines - they were sometimes exported twice
- Adaptations concerning the transfer of the model to RWIND Simulation if the model contains null members
- Adaptations concerning the conversion of intersection lines into normal lines
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- Reset of trial licenses - they can be reactivated once only
- Adaptations in the Stiffness Diagram nonlinearity of member hinges regarding the input of positive values in the negative diagram area
- Adaptations concerning the transfer of the model to RWIND Simulation if the model contains null members
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- Adaptations concerning the displayed values on surfaces - the values could sometimes show massive deviations when compared with the underlying results
- Improved the calculation of the required shear reinforcement of surfaces. When minimum shear reinforcement was activated, it was always output as the statically required reinforcement area
- Adaptations in the design of the required longitudinal reinforcement for the serviceability limit state of circular cross sections
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- Adaptations in the design of the required longitudinal reinforcement for the serviceability limit state of circular cross sections
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- Adaptations concerning the selection of section deformation in the settings for rotational restraints
- Adaptations concerning the consideration of the rotational restraint and the shear panel in fire protection stability checks if no ultimate limit state design is carried out at the same time
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- Adaptations concerning the selection of section deformation in the settings for rotational restraints
- Adaptations concerning the consideration of the rotational restraint and the shear panel in fire protection stability checks if no ultimate limit state design is carried out at the same time
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- Adaptations concerning the presentation of masses in Tab. 5.7 Effective Modal Mass Factors - only zero values were displayed in some cases
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- Adaptations in fatigue design for the lower flange regarding the applied vertical load
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- Update of compositions from the company Piveteau Bois
- Adaptations in the printout report in table 2.2 when displaying stresses on selected surfaces
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- Adaptations in the result table of maximum displacements regarding the limit uZ values
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- Optimizations regarding the loads generated by RWIND Simulation
- Adaptions regarding the torsional moments of inertia of I profiles with welded flat steel
- Adaptions in the internal data processing - the calculation could not be started if specific characters were used in the path of the temporary directory
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- Adaptions regarding the torsional moments of inertia of I profiles with welded flat steel
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- Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
- Adaptations in licensing - sometimes the trial version could not be activated
- Adaptations in internal data processing regarding the retention of the user-defined number of grid points in surfaces
- Optimizations in the solver regarding the calculation of strains of members with isotropic nonlinear elastic material model
- Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
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- Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
- Adaptations in licensing - sometimes the trial version could not be activated
- Adaptations concerning the generation of loads from RWIND Simulation when starting the calculation via the menu "Calculate" - "RWIND - Calculate All in Background"
- Adaptations concerning the calculation of load sums when combining member loads and generated loads from motion
- Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
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- Expansion of the module database with limits from the Timber Soul group
