这里您能够看看在当前客户版 RFEM 和 RSTAB 中的新功能和新附加模块。
此外，您还可以找到实用的技术文章以及一些提示和技巧。
更新报告
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RFEM 5 和 RSTAB 8 中的新功能和新附加模块
常客户服务协议
常客户服务协议可以使您的 Dlubal 软件一直保持在最新的版本。您可以定期更新和升级软件并且优先通过电子邮件和传真获得热线技术支持。
常客户服务协议 Pro 除了提供上述支持外，还可以通过直接的电话联系为您提供支持，并且在需要时通过网络视频通过在线帮助。
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- Implementation of the function "Calculate all"
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- Implementation of the function "Calculate all"
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- Implementation of a fatigue check for the bottom flange
- Adjustment in the data management regarding the crane library
- Adjustment in the calculation of the imperfection amplitude regarding the reduction option in the calculation parameters
- Adjustment in the management of standards regarding the consideration of eccentric wheel loads of copied national annexes
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- Adjustment of the dowel checks regarding IU cross sections
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- Implementation of a function to consider influence lines and surfaces in a load situation
- Implementation of an standard independent imperfection load
- Extension of the result table "Surface - Contact stresses" with the resultant per surface
- Implementation of the "Virtual Joist Girder" cross sections from the Steel Joist Institute
- Implementation of an option to control the average regions over the COM interface
- Implementation of an automatic mesh refinement for members regarding the determination of eigenvalues and the strain overtake
- Implementation of the Vietnamese cross sections according the standard TCVN 7571
- Extension of the ASME B31.3 materials with the steel group properties (austenitic, austenitic-ferritic)
- Implementation of the combination according DIN 1055-100 + DIN 18008 for the design of glass elements
- Specification, that models with the material model "isotropic damage 2D/ 3D" in connection with the Picard solver could be only calculated with the nonsymmetric solver option by applying the load with one increment
- Implementation of generator functions for creating releases between lines or surfaces
- Implementation of the Eurocode load combination according the national annex of Greece
- Remove of the "Autodesk AutoCad Structural Detailing" interface
- Implementation of the materials according standard EN 13480-3:2013
- Adjustment in the compression function for the table entries
- Adjustment of the input data management regarding a change of the module case name
- Remove of the TRIAL mark in the program starting icon and TRIAL mark in the splash screen
- Adjustment in the simulation of coupled failure definitions
- Adjustment in the consideration of deactivated support definitions and support springs with zero stiffness modification factors
- Adjustment in the output of member foundation forces regarding members where the local axis system have not the same direction as the global axis system
- Adjustment of the treatment of a coupled failure in partial areas of a surface release definition
- Adjustment in the function for the strain overtake
- Display of the surface results in result combinations even if the respective areas are deactivated in some load cases / load combinations
- Adjustment in the output of support reactions regarding rigid members with member nonlinearities
- Adjustment in the project manager organization regarding the deletion of project containing unsupported files
- Adjustment in the calculation of rotated average regions
- Optimization of the design modules for using result combinations from the module RF-/STAGES
- Adjustment in the Picard Solver regarding the application of surface releases
- Adjustment in the solid display mode of surface elements
- Adjustment of the meshing regarding the exclusive meshing of nodes on lines on the corresponding line
- Adjustment in the model check "Overlapping members"
- Optimization of the function "Import support reactions as load" regarding the condensed load application
- Adjustment in the output of cable results regarding in surfaces integrated cable elements
- Adjustment in the CAD/ BIM model environment regarding the transfer of elements into surfaces
- Optimized treatment of member loads based on member lists during the copy process
- Adjustment in the tabular output of result combination results
- Adjustment in the consideration of the calculation parameters regarding deactivated nonlinearities
- Adjustment in the data management regarding load situations with a constant load case in the load increase function
- Adjustment in the scaffolding support regarding the absolute and relative input option
- Adjustment in the function "calculate all" regarding element deactivations in the relevant load situations
- Replacement of the standards ÖNORM EN 14080-1-1:2013 and DIN EN 1995-1-1:2010 with EN 14080
- Adjustment in the colour scale for reinforcement results
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- Implementation of an standard independent imperfection load
- Implementation of the "Virtual Joist Girder" cross sections from the Steel Joist Institute
- Implementation of the Vietnamese cross sections according the standard TCVN 7571
- Extension of the ASME B31.3 materials with the steel group properties (austenitic, austenitic-ferritic)
- Implementation of the combination according DIN 1055-100 + DIN 18008 for the design of glass elements
- Implementation of the Eurocode load combination according the national annex of Greece
- Remove of the "Autodesk AutoCad Structural Detailing" interface
- Implementation of the materials according standard EN 13480-3:2013
- Adjustment in the compression function for the table entries
- Adjustment of the input data management regarding a change of the module case name
- Remove of the TRIAL mark in the program starting icon and TRIAL mark in the splash screen
- Adjustment in the project manager organization regarding the deletion of project containing unsupported files
- Optimization of the design modules for using result combinations from the module RF-/STAGES
- Adjustment in the model check "Overlapping members"
- Optimized treatment of member loads based on member lists during the copy process
- Adjustment in the convergence reaction regarding the use of nonlinear hinge specifications
- Replacement of the standards ÖNORM EN 14080-1-1:2013 and DIN EN 1995-1-1:2010 with EN 14080
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- Output of the weld stresses Tau_II_Mxp,Bredt from torsion
- Remove of a crash during deleting an element
- Remove of the TRIAL mark in the program starting icon and TRIAL mark in the splash screen
- Adjustment in the weld stress calculation regarding the calculation of the TauII_Vu part
- Adjustment in the automatic determination of the relevant elements for the weld analysis
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- Adjustment of the stress calculation for the situation "occasional"
- Opening of the thermal cycle input for the input range from 0 to 1e10
- Implementation of an option to consider liberal expansion stresses according the relevant standard
- Display of the final design formula at the end of the calculation
- Implementation of a description of the relevant place in standard
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- Implementation of the load case categories wind and snow
- Release of the loadsituation "expansion" for user defined result combination inputs
- Implementation of branch connections according EN 13480-3
- Description of the variables in the menu "Branch Connection Factors"
- Adjustment in the data management regarding the renumbering of piping load combinations
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- Optimization of the graphical stress display
- Implementation of the national annex of Greece
- Consideration of modified stress distribution on the web depending on the effective cross section elements according EN 1993-1-5, 4.4 (3)
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- Optimization of the graphical stress display
- Implementation of the national annex of Greece
- Consideration of modified stress distribution on the web depending on the effective cross section elements according EN 1993-1-5, 4.4 (3)
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- Implementation of an option to control the aerodynamic damping for the situations without ice, ice G and ice R
- Adjustment in the calculation of the aerodynamic damping regarding the consideration of the solidity according the Eurocode rule
- Adjustment in the data management regarding the shielding factors
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- Implementation of an option to control the aerodynamic damping for the situations without ice, ice G and ice R
- Adjustment in the calculation of the aerodynamic damping regarding the consideration of the solidity according the Eurocode rule
- Adjustment in the data management regarding the shielding factors
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- Release of the module RF-/JOINTS Timber - Timber to Timber - Design of direct connections according EN 1995-1-1
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- Release of the module RF-/JOINTS Timber - Timber to Timber - Design of direct connections according EN 1995-1-1
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- Implementation of an design option for nailed steel-timber connections according ANSI/ AWC - NDS 2015
- Adjustment of the calculation regarding the change of a screw diameter
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- Implementation of an design option for nailed steel-timber connections according ANSI/ AWC - NDS 2015
- Adjustment of the calculation regarding the change of a screw diameter
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- Implementation of input and output tables for organization of the patterns
- Opening the allowance specification for negative inputs
- Implementation of an option to display the front or back side of the pattern
- Acceleration of the program environment
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- Implementation of glass type depending modification factors k_mod for soft shock actions according DIN 18008-4
- Implementation of a function to reduce the strength at the border of the surface for not thermally toughened glass according to DIN 18008-1, 8.3.8
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- Display of the groundwater level in the stress diagram
