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Update Report
Cerca relazione dell'update
Novità in RFEM 5 & RSTAB 8
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- Implementation of the function "Calculate all"
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- Implementation of the function "Calculate all"
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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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- 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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- 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
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- Implementation of the National Annex for Belorussia TKP EN 1992-1-1-2009 and TKP EN 1997-1-2009
- Adjustment in definition of an user defined concrete covering
- Activation of the member result clapping into the XY plane
- Adjustment of the result management regarding the change of design criteria for the nonlinear calculation
- Adjustment of the detection for the maximum rebar distance
- Optimization of the stirrup display in the printout report regarding the adherence of the maximum transversal distance of the stirrup legs
- Adjustment of the Zeta deflection calculation regarding the application of more reinforcements sets
- Optimization in the calculation for the compression strut inclination regarding the shear force check
- Adjustment in the calculation of the V_Rd,c values regarding the consideration of both shear forces V_y and V_z
- Adjustment in the data management regarding a user defined specification of the k_t value
- Optimization in the calculation of the minimum shear reinforcement according DK EN 1992-1-1 chapter 9.3.2 and 9.2.2 (5)
- Adjustment in the deflection calculation regarding the consideration of creeping and shrinkage with different governing x-places
- Adjustment in the design of the minimum shear reinforcement according the standard SIA 262:2013
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- Implementation of the National Annex for Belorussia TKP EN 1992-1-1-2009 and TKP EN 1997-1-2009
- Adjustment in the data management regarding a change of the suggested reinforcement
- Adjustment in the reinforcement detection regarding the defined limit elongation
- Adjustment in the detection of the minimum shear reinforcement for all relevant annexes
- Adjustment in the automatic calculation of the buckling length
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- Implementation of the National Annex for Belorussia TKP EN 1992-1-1-2009 and TKP EN 1997-1-2009
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- Display of the soil layers and settlements in the graphic
- Implementation of the National Annex for Belorussia TKP EN 1992-1-1-2009 and TKP EN 1997-1-2009
