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更新报告
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常客户服务协议
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- Implementation of wind profiles according to ASCE 7 for RWIND Simulation
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2020Revit 2016 - 2020Tekla Structures 20.1 - 2019i
- Release of interface with Rhinoceros and Grasshopper
- Adaptations in the installation concerning Microsoft Visual C++ Redistributables
- Implementation of additional National Annexes for EN 1991-1-4 concerning RWIND Simulation
- Adaptations concerning the calculation type of load cases that were imported from RWIND Simulation - specifically for structures that require a calculation according to the large deformation analysis
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- Adaptations in the installation concerning Microsoft Visual C++ Redistributables
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- Optimization at the interface with Halfen HDB regarding the concrete strength class
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- Adaptations concerning the visibility of results with regard to the graphical display on surfaces
- Adaptations concerning the options for calculating RWIND in the background if it runs as a trial version
- Implementation of a warning concerning the use of antivirus programs - they can, in the absence of appropriate exemptions, lead to crashes
- Adaptations in the solver concerning the 'Export Optimized Member Topology' option
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- Adaptions concerning the calculation of the elastic foundation coefficients
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- 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 IT and IZ 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
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- 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 IT and IZ 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
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- Release of the module
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- Implementation of an option to display the topology at the deformed system
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- Implementation of the design standard CSA O86-14
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- Adaptations in the stress design regarding the consideration of global moments
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- Adaptations in the stress design regarding the consideration of global moments
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- 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
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- 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
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- Implementation of an Option in the stability specific details concerning the automatic switch of the design method from 6.3.3 to 6.3.4
- Adaptations concerning the consideration of member eccentricities when calculating for warping torsion
- Adaptations concerning the consideration of the lateral-torsional buckling length Lw
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- Implementation of an Option in the stability specific details concerning the automatic switch of the design method from 6.3.3 to 6.3.4
- Adaptations concerning the consideration of member eccentricities when calculating for warping torsion
- Adaptations concerning the check of validity of the load situations to be designed
- Adaptations concerning the consideration of the lateral-torsional buckling length Lw
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- Adaptations in the fire resistance design regarding the consideration of shear reinforcement
- Adaptations concerning the use of the simplified design according to Eq. 5.39 - the program could potentially freeze during calculation
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- Adaptations in the fire resistance design regarding the consideration of shear reinforcement
- Adaptations concerning the use of the simplified design according to Eq. 5.39 - the program could potentially freeze during calculation
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- Adaptations concerning the graphic display of the mode shapes of members for nonlinear calculations
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- 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
