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Servisní smlouvy

Servisní smlouva zajišťuje aktuální verze Vašich programů společnosti Dlubal Software. Získáte pravidelné aktualizace a přednost při poskytování služeb hotline prostřednictvím e-mailu.

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Update Report No. 03083
RFEM
- Expansion of the libraries with materials and cable cross-sections of the company Pfeifer
- Expansion of the global calculation parameters with settings for the Penalty stiffness
- Implementation of an interface to RWIND Simulation
- Deactivation of the graphical output of stresses on composite timber sections
- Adaptations in the printout report graphics concerning the visibility of manually defined result values
- Removal of an error message which resulted from opening the calculator
- Adaptations in the DSTV interface concerning the export of results (load combinations and result combinations)
- Adaptations concerning the output of max/min information in the graphical window regarding local line hinge deformations
- Adaptations in the printout report concerning the display of the surface thickness (as the third dimension) in graphics where the "Colors in Graphics According to Surface Thickness" option is enabled
- Adaptations concerning the graphical display of free rectangular loads
- Adaptations in the printout report concerning the graphical display of member hinges when using the "Colors in Graphics According to - Member Hinge" option
- Adaptations in the internal data management of printout report graphics which were inserted via the clipboard
- Adaptations concerning the output of results on line hinges
- Adaptations concerning the internal coupling of nodal constraints and trusses
- Adaptations concerning the graphic overlay of member loads with a different relation (members, list of members)
- Adaptations concerning the display of result values in clipping planes
- Adaptations concerning the merging of identical materials
- Adaptations concerning the cross-section properties I_T and I_Z of the trapezoidal sheets TBS + (Thyssen T)
- Adaptations in the load generator for member loads via cells regarding the load distribution on members lying in a line
- Adaptations in the solver concerning a calculation error due to an incorrectly defined free load
Update Report No. 03082
RSTAB 8-21-01 | 22.10.2019
- Expansion of the libraries with materials and cable cross-sections of the company Pfeifer
- Implementation of an interface to RWIND Simulation
- Removal of an error message which resulted from opening the calculator
- Adaptations in the DSTV interface concerning the export of results (load combinations and result combinations)
- Adaptations in the printout report concerning the graphical display of member hinges when using the "Colors in Graphics According to - Member Hinge" option
- Adaptations in the internal data management of printout report graphics which were inserted via the clipboard
- Adaptations concerning the graphic overlay of member loads with a different relation (members, list of members)
- Adaptations concerning the merging of identical materials
- Adaptations concerning the cross-section properties I_T and I_Z of the trapezoidal sheets TBS + (Thyssen T)
- Adaptations in the load generator for member loads via cells regarding the load distribution on members lying in a line
Update Report No. 03078
RF-HSS
- Adaptations in the stress design regarding the consideration of global moments
Update Report No. 03077
HSS 8-21-01 | 22.10.2019
- Adaptations in the stress design regarding the consideration of global moments
Update Report No. 03076
RF-PUNCH Pro
- Optimization when labeling the column dimensions in the detail tables of Window 1.5
- Optimizations when exporting the geometry to Halfen with respect to existing openings in the model
- Optimizations when determining the punching load from result combinations
- Optimization when determining the mean longitudinal reinforcement ratio, if a longitudinal reinforcement on the upper or bottom side of the surface was defined in dialog box 1.5
- Optimization of the graphical display of width and length of longitudinal reinforcements
Update Report No. 03075
SHAPE-THIN 8-21-01 | 22.10.2019
- Adaptations concerning the calculation of the effective width of c/t-parts with supports on both sides
- Adaptations concerning the tabular result values of static moments
- Adaptations concerning the import of DXF files in imperial unit format
Update Report No. 03069
RF-DYNAM Pro - Natural Vibrations
- Adaptations in the printout report concerning the display of all mesh points in Table 5.6
- Adaptations in the mass cases concerning the consideration of eccentric member loads
- Adaptations in the sum of masses in the "Mass Cases" dialog box regarding the consideration of additional nodal masses
Update Report No. 03068
CRANEWAY 8-21-01 | 22.10.2019
- Adaptations in the horizontal deformation check regarding the consideration of the height of craneway rails
- Adaptations in the fatigue design concerning the output 1.#IO or 1.#INF
Update Report No. 03067
RF-GLASS
- Adaptations concerning the manual change of load distributions for climatic load cases
Update Report No. 03066
RF-DYNAM Pro - Forced Vibrations
- Optimizations concerning the load cases exported from DYNAM - the load duration can now be edited
- Adaptations in the solver when considering a stationary state regarding the nodal support forces
- Adaptations concerning the graphical results output when calculating several dynamic load cases - in some circumstances, several results per x-location were displayed
Update Report No. 03065
RF-COM
- Adaptations concerning the reading of the required reinforcement for the serviceability limit state (SLS)
- Adaptations concerning the reading of materials and cross-sections from STEEL EC3
Update Report No. 03064
RS-COM 8-21-01 | 22.10.2019
- Adaptations concerning the reading of materials and cross-sections from STEEL EC3
Update Report No. 03063
RF-CONCRETE
- Adaptations concerning the manual definition of reinforcement areas in 2D models
- Adaptations in the deformation analysis concerning the relation to moved member or member set ends
- Adaptations concerning the maximum stirrup spacing according to ACI 318-14 for columns
- Optimizations in the deformation analysis with sets of members
- Adaptations concerning the coefficient k3 according to CSN:2016 in maximum crack spacing design
- Adaptations in the SLS designs when simultaneously designing load combinations and result combinations
Update Report No. 03060
JOINTS Steel - Column Base 8-21-01 | 22.10.2019
- Facilitation of the design of all result combination types for connections where only 1 member is involved
- Adaptations in the concrete edge failure design concerning the consideration of the settings for edge reinforcement and cracks in the concrete
- Adaptations in the concrete edge failure design concerning the consideration of the base plate's eccentricity
Update Report No. 03059
FRAME-JOINT Pro 8-21-01 | 22.10.2019
- Adaptations in the module concerning the update of material data
Update Report No. 03058
RF-FRAME-JOINT Pro
- Adaptations in the module concerning the update of material data
Update Report No. 03053
RF-TIMBER CSA
- Optimization when designing glulam about the minor axis. The system factor K_H is now always taken into account.
Update Report No. 03052
RF-DYNAM Pro - Nonlinear Time History
- Adaptations in the solver when considering a stationary state regarding the nodal support forces
Update Report No. 03051
JOINTS Steel - Pinned 8-21-01 | 22.10.2019
- Facilitation of the design of all result combination types for connections where only 1 member is involved
Update Report No. 03050
RF-JOINTS Steel - Pinned
- Facilitation of the design of all result combination types for connections where only 1 member is involved