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.
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Договор технической поддержки
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Позиции:
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- Implementation of point and line probes to display the result values at user-defined positions
- Inclusion of the aerodynamic pressure coefficient cP as well as the turbulences in the range of simulation results
- Implementation of an option to define local FE mesh refinements
- Implementation of the detail size in RFEM's input window
- Implementation of an option to retain the results from RWIND Simulation in the tab of RFEM's input dialog box
- Implementation of the wind profile according to ASCE/SEI 7-10
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- Expansion of the material library with the category group Plastic
- Adaptations concerning the display of the load distribution in result diagrams if the loads result from RWIND Simulation
- Expansion of the material database with steels according to SP 16.13330.2017
- Expansion of the cross-section database with sections according to GOST 57837-17
- Expansion of the material database with high-strength steels of the manufacturers Salzgitter Flachstahl and Tata Steel
- Expansion of the material database with glued-laminated timber of the manufacturer Gámiz
- Expansion of the cross-section database with sections of the manufacturer Llentab
- Adaptations in the cross-section database regarding the internal modeling of built-up, cold-formed sections
- Expansion of the material database with materials according to Z-30.3-6:2018-03 and DIN EN 10025-2:2019-10
- Update of databases regarding Chinese cross-sections and materials
- Updates in the snow load generator according to the National Annex of Austria regarding the governing shape coefficients
- Implementation of an "Info" option for sections in the Display Navigator - this allows the sum of reinforcement from RF-CONCRETE Surfaces to be displayed graphically along the section
- Optimizations concerning the internal consideration of vertical and horizontal branches in diagrams of nonlinearities
- Expansion of the printout report regarding the documentation of model, load case, and result data from RWIND Simulation
- Implementation of member imperfections according to CSA 16:19
- Implementation of an internal geometry check which is automatically performed during the extrusion of several lines into surfaces - a message is shown if the geometry is too complex
- Adaptations concerning the graphical display of load values of free polygon loads
- Adaptations concerning the thermal expansion coefficient of stainless steels according to DIN EN 1993-1-4:2007-02
- Adaptations in the graphical display of surface loads with variable load distribution
- Implementation of a pick function for selecting definition lines and definition nodes in the Surface Release dialog box
- Adaptations in the cross-section properties of Ferona UPE sections
- Implementation of a prompt regarding the renumbering of model data when simultaneously using add-on modules
- Adaptations concerning the manual setting of result values at the boundary surfaces of solids
- Increase of the maximum value of the cross-sectional area as well as the outer perimeter in the member load generator for axial strains due to shrinkage
- Adaptations concerning the output of member contact forces due to a member elastic foundation when defining line supports on the same line
- Adaptations in the printout report regarding the removal of data (tables) via the printout report navigator - in some circumstances, they were displayed again after recalculation
- Adaptations in the wind load generator according to the National Annex of Denmark regarding the applied external pressure coefficient in Zone I
- Adaptations concerning the consideration of the loading factor in the calculation parameters of load cases in combination with the simultaneous division for the results
- Adaptations concerning the Max/Min info in the result graphics in the printout report - the minimum value could not assume negative values
- Adaptations concerning the values on surfaces in load distribution graphics resulting from RWIND simulation
- Adaptations in the result diagrams of sections regarding the display of the results selected in the navigator
- Adaptations concerning internal forces at line hinges when they are located at nodal supports with the option "Column in Z" activated
- Adaptations in the result table of member strains regarding the values at the member start
- Adaptations in the FE mesh generator regarding the meshing of surface releases along elliptically shaped surfaces
- Adaptations concerning the calculation of the sum of loads in structures which contain results from DYNAM Pro and are simultaneously supported by member elastic foundations
- Adaptations concerning the arrangement and grouping of results in the navigator of result diagrams
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- Expansion of the material library with the category group Plastic
- Expansion of the material database with steels according to SP 16.13330.2017
- Expansion of the cross-section database with sections according to GOST 57837-17
- Expansion of the material database with high-strength steels of the manufacturers Salzgitter Flachstahl and Tata Steel
- Expansion of the material database with glued-laminated timber of the manufacturer Gámiz
- Expansion of the cross-section database with sections of the manufacturer Llentab
- Adaptations in the cross-section database regarding the internal modeling of built-up, cold-formed sections
- Expansion of the material database with materials according to Z-30.3-6:2018-03 and DIN EN 10025-2:2019-10
- Update of databases regarding Chinese cross-sections and materials
- Updates in the snow load generator according to the National Annex of Austria regarding the governing shape coefficients
- Expansion of the printout report regarding the documentation of model, load case, and result data from RWIND Simulation
- Implementation of member imperfections according to CSA 16:19
- Adaptations concerning the thermal expansion coefficient of stainless steels according to DIN EN 1993-1-4:2007-02
- Adaptations in the cross-section properties of Ferona UPE sections
- Implementation of a prompt regarding the renumbering of model data when simultaneously using add-on modules
- Increase of the maximum value of the cross-sectional area as well as the outer perimeter in the member load generator for axial strains due to shrinkage
- Adaptations in the printout report regarding the removal of data (tables) via the printout report navigator - in some circumstances, they were displayed again after recalculation
- Adaptations in the wind load generator according to the National Annex of Denmark regarding the applied external pressure coefficient in Zone I
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- Implementation of the check according to EN 1993-1-3 6.1.11 - Combined bending moment and local load or support reaction
- Adaptations in the design according to the National Annex of France regarding the determination of lamdaLT,0 - the parameters for the modification of phiLT according to 6.3.2.3 were grayed out in the settings as well
- Adaptations concerning the graphical display of the cross-section classification
- Adaptations concerning the consideration of the increase of the material coefficient epsilon according to 5.5.2(9) for pipe sections
- Adaptations concerning the buckling curve used for the lateral-torsional buckling design of cold-formed sections according to EN 1993-1-3 6.2.4
- Adaptations in the solver regarding the design of result combinations - design ratios were sometimes output as failed design or with the expression 1.#J
- Adaptations concerning the consideration of yield strengths analogous to the corresponding thickness ranges
- Adaptations concerning the determination of the torsional resistance of I-sections
- Adaptations in the cross-section design for bending regarding the criterion vZ according to 6.2.8(2)
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- Implementation of the check according to EN 1993-1-3 6.1.11 - Combined bending moment and local load or support reaction
- Adaptations in the design according to the National Annex of France regarding the determination of lamdaLT,0 - the parameters for the modification of phiLT according to 6.3.2.3 were grayed out in the settings as well
- Adaptations concerning the graphical display of the cross-section classification
- Adaptations concerning the consideration of the increase of the material coefficient epsilon according to 5.5.2(9) for pipe sections
- Adaptations concerning the buckling curve used for the lateral-torsional buckling design of cold-formed sections according to EN 1993-1-3 6.2.4
- Adaptations in the solver regarding the design of result combinations - design ratios were sometimes output as failed design or with the expression 1.#J
- Adaptations concerning the consideration of yield strengths analogous to the corresponding thickness ranges
- Adaptations concerning the determination of the torsional resistance of I-sections
- Adaptations in the cross-section design for bending regarding the criterion vZ according to 6.2.8(2)
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- Update of the layers of the company Nordic Structures
- Expansion of the database with layers of the company Södra
- Update of the layers of the company Smartlam
- Adaptations concerning the output and display of deformations with reference to displaced parallel surfaces
- Adaptations concerning the display of stresses in the module-internal composition graphics
- Adaptations in the layers of the company Piveteaubois
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- Implementation of the design according to ADM 2020
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- Implementation of the design according to ADM 2020
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- Adaptations in the fire resistance design according to SIA 265 regarding the elasticity module to be applied in stability analyses
- Adaptations in the design of curved beams regarding the consideration of the correct radius
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- Adaptations in the fire resistance design according to SIA 265 regarding the elasticity module to be applied in stability analyses
- Adaptations in the design of curved beams regarding the consideration of the correct radius
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- Adaptations concerning the storage of results after closing and reopening files
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- Adaptations concerning the graphical display of effective cross-sections for designs according to EN 1993-1-3
- Adaptations in the design according to EN 1993-1-3 regarding the deformation of the stiffener in the table of cross-section values of the equivalent compression member
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- Adaptations concerning the consideration of stiffness modifications of surfaces according to ACI or CSA in nonlinear design
- Adaptations concerning the determination of stirrup safety after a manual modification of the reinforcement layout
- Adaptations in the Surfaces module regarding the determination of the total reinforcement area in Window 1.4 when selecting a mesh from the library (in global 2D mode)
- Adaptations in the surface design according to ACI 318-14 regarding the necessity of shear reinforcement
- Adaptations in the deformation calculation with RF-CONCRETE Deflect regarding the consideration of the option for automatically increasing the longitudinal reinforcement for the SLS
- Optimization in the display of "local extreme values" for "Values on Surfaces"
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- Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015
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- Adaptations concerning the deletion of results of dynamic load cases when modifying underlying time diagrams
- Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015
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- Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015
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- Adaptations concerning the input parameters for the elastic response spectrum according to NBC 2015
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- Adaptations concerning the consideration of nodal support definitions on the effective lengths of sets of members
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- Adaptations concerning the consideration of nodal support definitions on the effective lengths of sets of members
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- Adaptations in retaining the settings of the column parameters after recalculating the structure
- Adaptations concerning the retention of defined reinforcement diameters in files in which the unit for the diameter was modified
