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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 the classification of load cases according to ASCE 7-16 NDS (Timber)
- Update of the BauBuche timber in the material library
- Implementation of a resultant for the results of releases
- Adaptations concerning the smoothing of contact stresses for surface supports
- Removal of the solid deformation |u| from Table 4.36
The following direct interfaces are supported in the current customer version:
AutoCAD 2015 - 2019
Revit 2016 - 2019
Tekla Structures 20.1 - 2018i- Optimizations concerning the export of materials from Revit if neither Dlubal parameters nor conversion files apply
- Optimizations concerning the display of the intersection of free loads
- Adaptations concerning the documentation of nonlinearities of member hinges in the printout report
- Adaptations in the table of the line support forces in the printout report concerning the export of selected lines
- Adaptations concerning the export of comments in the "Info About Cross-Section" dialog box to the printout report
- Optimizations in the Revit interface concerning the export of openings to RFEM
- Adaptations concerning the design of result combinations of the type "FAT - Fatigue"
- Adaptations concerning an error message that the gravity loading data are missing for imperfections according to ANSI/AISC 360-16
- Adaptations of the cross-section values of certain sections of the type LU (manufacturer SZS)
- Adaptations concerning the display of quadrangular member loads on sets of members and lists of members
- Adaptations concerning the relative limit settings of the arrow size of loads in the display settings
- Adaptations concerning the calculation of the offset when using relative eccentricities
- Adaptations concerning the partial factor of the action category 3.E to classify load cases according to EN 1990 + EN 1991-3; Cranes
- Optimizations in the Tekla interface concerning using line releases in RFEM
- Adaptations concerning the effect of moving comments on the results - they are no more deleted
- Adaptations concerning the consideration of initial strains from other load cases if global as well as local z-axes are oriented upward (General Data setting)
- Adaptations concerning the internal consideration of imperfections on members according to the large deformation analysis when using several load increments
- Adaptations concerning the value scale when displaying results on solids
- Adaptations concerning the calculation of the stiffness matrix of orthotropic surfaces of the type "Unidrectional box floor"
- Adaptations concerning copying of structural data including their loading for the generated load "Convert Free Line Load to Member Loads"
- Adaptations in considering friction in surface supports
- Optimizations concerning the performance of the load check, if only certain load cases are designed
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- Implementation of the classification of load cases according to ASCE 7-16 NDS (Timber)
- Update of the BauBuche timber in the material library
The following direct interfaces are supported in the current customer version:
AutoCAD 2015 - 2019
Revit 2016 - 2019
Tekla Structures 20.1 - 2018i- Optimizations concerning the export of materials from Revit if neither Dlubal parameters nor conversion files apply
- Adaptations concerning the documentation of nonlinearities of member hinges in the printout report
- Adaptations concerning the export of comments in the "Info About Cross-Section" dialog box to the printout report
- Optimizations in the solver concerning the convergence of the calculation while having a nonlinear support at the member start and member end
- Adaptations of the cross-section values of certain sections of the type LU (manufacturer SZS)
- Adaptations concerning the display of quadrangular member loads on sets of members and lists of members
- Adaptations concerning the relative limit settings of the arrow size of loads in the display settings
- Adaptations concerning the calculation of the offset when using relative eccentricities
- Adaptations concerning the partial factor of the action category 3.E to classify load cases according to EN 1990 + EN 1991-3; Cranes
- Adaptations concerning copying of structural data including their loading for the generated load "Convert Free Line Load to Member Loads"
- Adaptations in the computation kernel concerning the consideration of unsymmetric diagrams in the member type "Spring"
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- Increasing the number of possible bolt rows from 10 to 20
- Adaptations in the design of the web plate in shear with buckling concerning the consideration of partial stiffnesses
- Adaptations concerning the determined weld surfaces for the weld design at the end plate
- Adaptations of the partial stiffenings in the design of tension resistance concerning the design of result combinations
- Implementation of a design to check the moment resistance of the joint
- Adaptations concerning the display of the column web design in compression with buckling (5055) when defining a web stiffener - only the combined design of the web + web stiffener will be displayed now (5081)
- Adaptations concerning the option "Beam alignment setting (for eccentricity calculation)" when the connection is defined manually
- Adaptations concerning the visibility and control of single elements of the connection in the graphic window
- Adaptations in the design of shear force and tension resistance of the web plate concerning the applied shear area
- Adaptations concerning the determination of the distance of columns with stiffeners in the web plate design
- Adaptations concerning the plastic bending resistance of the web stiffener in the column web design on shear
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- Increasing the number of possible bolt rows from 10 to 20
- Adaptations in the design of the web plate in shear with buckling concerning the consideration of partial stiffnesses
- Adaptations concerning the determined weld surfaces for the weld design at the end plate
- Adaptations of the partial stiffenings in the design of tension resistance concerning the design of result combinations
- Implementation of a design to check the moment resistance of the joint
- Adaptations concerning the display of the column web design in compression with buckling (5055) when defining a web stiffener - only the combined design of the web + web stiffener will be displayed now (5081)
- Adaptations concerning the option "Beam alignment setting (for eccentricity calculation)" when the connection is defined manually
- Adaptations concerning the visibility and control of single elements of the connection in the graphic window
- Adaptations in the design of shear force and tension resistance of the web plate concerning the applied shear area
- Adaptations concerning the determination of the distance of columns with stiffeners in the web plate design
- Adaptations concerning the plastic bending resistance of the web stiffener in the column web design on shear
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- Update of the design according to SIA 262:2017
- Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
- Optimizations in the display properties concerning the line thickness of result diagrams on members
- Optimizations of the performance concerning the display of results on surfaces in grid points
- Adaptations concerning the application of axial force when calculating the minimum reinforcement of members while applying bending restraint
- Optimizations concerning modifying the grid while entering the free additional reinforcement
- Adaptations concerning the specific default settings of standards when determining ß und Phi for the Canadian Standard
- Optimizations when displaying "Values on Surfaces" for result groups
- Adaptations concerning the documentation of the assignment of additional reinforcement in the printout report when only the ultimate limit state design is performed
- Adaptations concerning the determination of the torsional capacity of UM sections
- Optimizations concerning the design of several result combinations at the same time for the serviceability limit state design of members
- Optimization when displaying the ratio "As,req / As,prov" for the member design
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- Update of the design according to SIA 262:2017
- Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
- Optimizations in the display properties concerning the line thickness of result diagrams on members
- Adaptations concerning the application of axial force when calculating the minimum reinforcement of members while applying bending restraint
- Adaptations concerning the specific default settings of standards when determining ß und Phi for the Canadian Standard
- Adaptations concerning the determination of the torsional capacity of UM sections
- Optimizations concerning the design of several result combinations at the same time for the serviceability limit state design of members
- Optimization when displaying the ratio "As,req / As,prov" for the member design
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- Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
- Adaptations concerning the geometric ratios of compression elements with biaxial load eccentricity
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- Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
- Adaptations concerning the geometric ratios of compression elements with biaxial load eccentricity
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- Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
- Optimizations when displaying the soil profile in the setting "Global Axis Z Upward"
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- Implementation of the current Austrian Annex ÖNORM B 1992-1-1:2018-01
- Optimizations when displaying the soil profile in the setting "Global Axis Z Upward"
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- Update of the National Annex ÖNORM B 1992-1-1:2018-01
- Adaptations concerning the acceptance of nodes of punching shear in case of columns with thin-walled steel section
- Optimizations in selecting the options of a node of punching shear at wall ends and wall corners as well as single columns
- Optimizations in defining the punching load from result combinations
- Adaptations concerning the automatic recognition of openings in surfaces
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- Update of the joists of the company Steico
- Extension of the data base with connectors of the company TG-Technik
- Extension of the data base with tension members and cables of the company Pfeifer
- Adaptations concerning the design of maximum shear forces of result combinations
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- Update of the joists of the company Steico
- Extension of the data base with connectors of the company TG-Technik
- Extension of the data base with tension members and cables of the company Pfeifer
- Adaptations concerning the design of maximum shear forces of result combinations
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- Implementation of the standard ANSI/AWC - NDS 2018
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- Implementation of the standard ANSI/AWC - NDS 2018
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- Adaptations in the flexural buckling analysis of cross-sections of class 4 concerning the design of result combinations
- Adaptations concerning determining the initial global bow imperfection in case of local support definition (STEEL Warping Torsion)
- Adaptations concerning the internal recalculation of the internal forces for the shear force Vy (STEEL - Warping Torsion)
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- Adaptations in the flexural buckling analysis of cross-sections of class 4 concerning the design of result combinations
- Adaptations concerning determining the initial global bow imperfection in case of local support definition (STEEL Warping Torsion)
- Adaptations concerning the internal recalculation of the internal forces for the shear force Vy (STEEL - Warping Torsion)
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- Adaptations concerning the calculation of the outer cross-section perimeter
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- Adpatations concerning the definition of different integration widths for rib members
- Fixing a crash when exporting load cases and combinations to TIMBER Pro by means of the COM interface
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- Fixing a crash when exporting load cases and combinations to TIMBER Pro by means of the COM interface
