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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- Extension of internal structure check concerning the definition of loads on lines of line hinges
- Implementation of new member hinge nonlinearity "scaffolding diagram"
- Extension of the cross-section library with rope cross-sections of the company FATZER
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2019Revit 2016 - 2019Tekla Structures 20.1 - 2018
- Change to dongle driver 7.66 with associated normalization of installation speed
- Adjustments concerning the display of dimensions after modifying the background color of the graphical window
- Optimizations in the panel concerning the display of variable surface thicknesses in the printout report
- Optimizations in the solver concerning the consideration of non-linear spring properties in the member type "Dashpot"
- Adjustments in the report concerning the rotation of graphics printed from views
- Optimizations concerning convergence behavior when using scaffolding releases
- Elimination of a crash that could happen while importing a block
- Adjustments in the internal data management concerning the copying of load cases that contain imperfections according to ANSI/AISC 360-10
- Adjustments concerning the width of the printout report navigator
- Optimization concerning the creation of intersections between surfaces
- Optimizations concerning the storage behavior of result combinations - the performance when switching between results of result combinations was improved
- Adjustments in the installation concerning the automatic import of user-defined materials from previous versions
- Adjustments in the result diagrams of members concerning the completeness of the diagram when analyzing results from result combinations
- Adjustments in the result diagrams of sections concerning internal force v,maxb - particularly in the event where sections were in the area of the effective width of rips
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- Extension of the cross-section library with rope cross-sections of the company FATZER
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2019Revit 2016 - 2019Tekla Structures 20.1 - 2018
- Change to dongle driver 7.66 with associated normalization of installation speed
- Adjustments concerning the display of dimensions after modifying the background color of the graphical window
- Adjustments in the report concerning the rotation of graphics printed from views
- Adaptions in the protocol concerning the adoption of filter settings for table 4.5 Members - Contact Forces
- Elimination of a crash that could happen while importing a block
- Adjustments in the internal data management concerning the copying of load cases that contain imperfections according to ANSI/AISC 360-10
- Adjustments concerning the width of the printout report navigator
- Adjustments concerning the division of members with eccentricities
- Adjustments in the installation concerning the automatic import of user-defined materials from previous versions
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- Adjustments concerning the explicit solver in area of damping and consideration of acting masses
- Extension of results output for damping elements regarding damper and restoring force
- Optimizations in the solver concerning the consideration of non-linear spring properties in the member type "Dashpot"
- Optimizations concerning the graphical display of force components of damping elements on the time course monitor
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- Extension of the COM interface concerning the control of member end releases specific to scaffolding
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- Implementation of compositions by ZÜBLIN Timber
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- Extension of calculation of effective cross-section by considering stiffened buckling panels according to EN 1993-1-5
- Adjustments concerning the opening of SHAPE-THIN 8 from the project manager
- Adjustments in result table 4.8 concerning the theory of stiffening systems
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- Adjustments concerning the explicit solver in area of damping and consideration of acting masses
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- Extension of result tables of surface designs with another result column
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- Implementation of an option to convert lehr's damping into Rayleigh damping
- Adjustments concerning the response spectrum according to NCSE-02
- Extension of results output for damping elements regarding damper and restoring force
- Optimizations concerning the graphical display of force components of damping elements on the time course monitor
- Optimization of direction combinatorics in the case of result combinations from the response spectrum method
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- Implementation of an option to convert lehr's damping into Rayleigh damping
- Adjustments concerning the response spectrum according to NCSE-02
- Optimization of direction combinatorics in the case of result combinations from the response spectrum method
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- Adaptations concerning design according to DIN - this could lead to incorrect outputs of type "1.#IO"
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- Adaptations concerning design according to DIN - this could lead to incorrect outputs of type "1.#IO"
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- Adjustments concerning the display of intermediate results on the start and end points of tapered members
- Optimization of compressive strength fc,0,d in glued-laminated timber according to SIA 265 table 7
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- Adjustments concerning the display of intermediate results on the start and end points of tapered members
- Optimization of compressive strength fc,0,d in glued-laminated timber according to SIA 265 table 7
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- Optimization in determining the punching load on a node support with the option "as columns in z", if the load determination in the module is selected as smoothed or unsmoothed shear force in the critical control perimeter.
- When selecting result combinations for analysis, version 5.14 potentially did not save the input of table 1.5 correctly. This program behavior was optimized for version 5.15.
- Optimizations concerning the determination of the length of perimeter u0 on a column perimeter of edge and corner columns
- Adjustments for considering the maximum reinforcement content rhomax.
- Optimizations during the automatic increase of longitudinal reinforcement for the analysis of VRd,c.
- Optimizations during the application of result combinations from RF-DYNAM Pro
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- Adjustments concerning the determination of the core surface of SHAPE-THIN cross-sections
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- Adjustments concerning the determination of the core surface of SHAPE-THIN cross-sections
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- Adjustments concerning the subsequent editing of anchorage lengths of longitudinal reinforcement in members of the type "rip"
- Adjustments concerning the determination of the secondary minimum reinforcement of L sections
- Adjustments concerning the calculation of maximum link spacings subjected to torsional stress
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- Extension of serviceability limit state designs of surfaces according to ACI 318-14 concerning the determination of maximum bar spacings
- Adjustments concerning the subsequent editing of anchorage lengths of longitudinal reinforcement in members of the type "rip"
- Adjustments concerning the determination of the secondary minimum reinforcement of L sections
- Adjustments concerning the calculation of maximum link spacings subjected to torsional stress
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- Adjustments in solver concerning the consideration of highly ductile steel
