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
-
- Expansion of the material database for cables with steels of the Fatzer company
- Optimizations regarding the member loads - implementation of an option to apply them eccentrically
- Optimization of the Revit interface regarding the update of the Revit structure - implementation of a new function to exclusively update materials, surface thicknesses, and cross-sections
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2019Revit 2016 - 2019Tekla Structures 20.1 – 2018i
- Adaptations concerning the consequence classes according to NS-EN 1990
- Adaptations concerning the export to Revit regarding the update of the material of surface elements
- Optimizations in the Tekla interface with regards to the export of openings
- Optimization of the export from Revit to RFEM - implementation of an option to retain free lines
- Optimization concerning the export to Revit - specifically for supported boundary lines of surfaces with member definition
- Adaptations concerning the parametric input of friction coefficients in line supports
- Adaptations in the printout report regarding the update of max/min information in graphics
- Optimizations in the viewer version regarding the readability of older modules (such as DSTV, FOUNDATION, etc.)
- Adaptations in the printout report regarding the visibility of Table 1.8.5 Line Supports - Nonlinearities - Partial Activity
- Adaptations in the printout report concerning Table 2.3.1 - Combinations Expressions of Exclusive Load Cases
- Adaptations concerning the detection of instabilities when calculating several load combinations in one go
- Adaptations concerning the transfer of comments in line loads into the printout report
- Adaptations concerning the display of the line hinge result diagrams in the model
- Adaptations concerning the generated loads if related load cases were renumbered
-
- Expansion of the material database for cables with steels of the Fatzer company
- Optimization of the Revit interface regarding the update of the Revit structure - implementation of a new function to exclusively update materials, surface thicknesses, and cross-sections
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2019Revit 2016 - 2019Tekla Structures 20.1 – 2018i
- Adaptations concerning the consequence classes according to NS-EN 1990
- Adaptations in the printout report regarding the update of max/min information in graphics
- Optimizations in the viewer version regarding the readability of older modules (such as DSTV, FOUNDATION, etc.)
- Adaptations concerning the consideration of member loads with manually defined start and end point
- Adaptations in the printout report concerning Table 2.3.1 - Combinations Expressions of Exclusive Load Cases
- Adaptations concerning the generated loads if related load cases were renumbered
-
- Facilitation of the manual input of all stiffness values of axial expansion joints
-
- Implementation of the response spectra according to NTC 2018 (Italy)
-
- Implementation of the response spectra according to NTC 2018 (Italy)
-
- Implementation of the response spectra according to NTC 2018 (Italy)
-
- Implementation of the response spectra according to NTC 2018 (Italy)
-
- Consideration of the stiffness of gas solids in the calculation
-
- New filter function in RF-PUNCH Pro regarding surfaces at wall corners and wall ends that are wall corners and for which no longitudinal reinforcement is to be defined
- Update of the Halfen HDB interface to the version Halfen HDB 13.21
- Adaptations concerning the retention of the settings for minimum moments
- Optimization when detecting the correct wall thicknesses for connected wall corners and ends
-
- Implementation of the connectors of the Pitzl company
-
- Implementation of the connectors of the Pitzl company
-
- Adaptations concerning the activation and deactivation of options in the tab of the c/t parts in the calculation parameters
-
- Adaptations in the fire resistance design of flat bar sections with regards to the shear stress
- Adaptations concerning the correction factor kc
- Adaptations concerning the design (stability analysis) of channels for pure bending stress
- Adaptations concerning the stability analyses of round steels
- Adaptations concerning the determination of the initial rise when calculating using the warping torsion analysis
-
- Adaptations in the fire resistance design of flat bar sections with regards to the shear stress
- Adaptations concerning the correction factor kc
- Adaptations concerning the design (stability analysis) of channels for pure bending stress
- Adaptations concerning the stability analyses of round steels
- Adaptations concerning the determination of the initial rise when calculating using the warping torsion analysis
-
- Adaptations in the printout report regarding the documentation of the design details
- Adaptations in the documentation of the dimensions of the connection with regards to the web thickness of cut beams
- Adaptations in the report regarding the info texts for the module cases
-
- Adaptations in the printout report regarding the documentation of the design details
- Adaptations in the documentation of the dimensions of the connection with regards to the web thickness of cut beams
- Adaptations in the report regarding the info texts for the module cases
-
- Adaptations concerning the design of member sets classified as sliding according to NEN EN (Netherlands)
- Adaptations concerning the retention of the buckling lengths when modifying cross-sections retroactively
-
- Adaptations concerning the design of member sets classified as sliding according to NEN EN (Netherlands)
- Adaptations concerning the retention of the buckling lengths when modifying cross-sections retroactively
-
- Adaptations concerning the determination of the neutral axis depth in the crack width analysis
- Adaptations in the neutral axis depth limitation according to 5.6.3(2) regarding the internal limit values
- Adaptations in the member design regarding the compliance with the upper limit of the compression strut inclination Theta
- Optimization when determining the required longitudinal reinforcement with a larger concrete cover
- Adaptations concerning internal data management - in files with a large number of module cases, not all results were saved despite all cases having been calculated
-
- Adaptations concerning the consideration of antenna spare areas (TOWER Equipment module)
