С договором техподдержки Вы можете актуализировать программы Dlubal самыми последними данными. Таким образом, мы предоставляем регулярные обновления, а также особый режим поддержки в случае обслуживания по горячей линии через электронную почту и телефакс.
Договор техподдержки Pro обеспечивает дополнительную поддержку по телефону, а также в случае необходимости онлайн-поддержку с помощью интернет-видеоконференции.
Отчет об обновлениях
Поиск отчета об обновлениях
Договор технической поддержки
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- Optimizations concerning the display of dialog boxes under Windows 10 with a chinese language pack
- Adaptations concerning the check of sum of support forces in files with surface supports
- Correction of a crash (freezing of the dialog box), which could occur when calculating result combinations
- Adaptations concerning the direct export from RFEM to Tekla
- Adaptions concerning the graphical display of failed contact stress regions
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- Optimizations concerning the display of dialog boxes under Windows 10 with a chinese language pack
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- Adaptations in the calculation of the distribution coefficient regarding the tensile strength fctm according to CSA A23.3-14
- Adaptations concerning the error message saying that the design internal forces could not be read from the main program
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- Adaptations concerning the display of results on members in load cases that were created by the module and contain stiffness modifications
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- Adaptations concerning the display of results on members in load cases that were created by the module and contain stiffness modifications
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- Adaptations in the printout report concerning the display of result table 2.3
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- Adaptations in the printout report concerning the display of result table 2.3
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- The following direct interfaces are supported in the current customer version:
AutoCAD 2015 - 2020Revit 2016 - 2020Tekla Structures 20.1 - 2019
- Upgrade to dongle driver 7.92
- Optimizations in the FE mesh generator
- Optimizations concerning the result export into the DXF format - the deformed shape can now also be exported from pure member structures
- Optimizations in the "Overlapping Lines" model check regarding line releases
- Adaptations concerning the smoothed display of line support moments
- Adaptations concerning the import of free loads from Excel
- Adaptations concerning the display of free rectangular loads on curved surfaces
- Adaptations concerning the order of the members in the result diagrams (in connection with line releases)
- Adaptations concerning the effect of the nodal support nonlinearity "Failure all..." on the degrees of freedom with "Partial activity" nonlinearity
- Adaptations concerning the definition of line releases regarding the released objects
- Adaptations in the Tekla interface regarding the export of results of member sets
- Adaptations concerning the consideration of eccentric, concentrated member loads on the torsional moment
- Adaptations concerning the "Partial activity" nonlinearity in line releases
- Adaptations in the result beam regarding the integration of stresses and internal forces in 2D models
- Optimization when copying members with line releases
- Adaptions concerning the internal location of line hinges (for lines which don’t serve as boundary lines of surfaces)
- The following direct interfaces are supported in the current customer version:
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- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2020Revit 2016 - 2020Tekla Structures 20.1 - 2019
- Upgrade to dongle driver 7.92
- Adaptations in the Tekla interface regarding the export of results of member sets
- The following direct interfaces are supported in the current customer version:
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- Update of the dialog box for exporting reinforcements into the Nemetschek format
- Optimization when adjusting the color settings in the result panel in RF-CONCRETE Surfaces
- Adaptations concerning the calculation of the concrete cover according to standard
- Optimizations when setting the displayed value range in the result panel
- Adaptations in the Surfaces module regarding the strength reduction factors according to ACI 318-14
- Adaptations concerning the graphic representation of the provided additional reinforcement for the manual definition of reinforcement areas (CONCRETE Surfaces)
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- Facilitation of the analysis of gas solids
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- Facilitation of the analysis of gas solids
- Adaptations in the consideration of rigid members regarding the mass distribution
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- Adaptation of the calculation of shear strengths in the gross cross-section of the company Binderholz
- Update of the layers of the company HASSLACHER CLT
- Update of the layers of the company Pollmeier (BauBuche)
- Update of the layers of the company Stora Enso
- Adaptations in the solver regarding the Hybrid material model
- Adaptations concerning the consideration of average regions
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- Optimizations concerning axial expansion joints - implementation of an option to deactivate the manual input of the torsional stiffness
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- Implementation of an option to display preliminary shapes without calculation
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- Implementation of the current version of the standard CSA S16-14
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- Implementation of the current version of the standard CSA S16-14
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- Implementation of an option to take into account the surface load inside the critical perimeter for all designs
- Optimizations when selecting materials in the program dialog box "1.2 Materials"
- Adaptations in the solver - the module could freeze in some circumstances
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- Adaptations concerning the calculation of the effective length while taking buckling stiffeners into account
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- Adaptations in the design of the required bucket depth regarding the horizontal design force
