常客户服务协议可以使您的 Dlubal 软件一直保持在最新的版本。您可以定期更新和升级软件并且优先通过电子邮件和传真获得热线技术支持。
常客户服务协议 Pro 除了提供上述支持外，还可以通过直接的电话联系为您提供支持，并且在需要时通过网络视频通过在线帮助。
更新报告
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常客户服务协议
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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
