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Seznam aktualizací softwaru
Vyhledávání
Novinky v RFEM 5 a RSTAB 8
Servisní smlouva
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- Adjustment of the data management when closing and reopening the module
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- Adjustment of the data management when closing and reopening the module
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- Adjustment in the warping torsion analysis regarding the point of load application
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- Adjustment in the warping torsion analysis regarding the point of load application
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- Optimizations of rendering options for models imported via CAD/BIM
- Implementation of two generators for creation of line and surface releases
- Implementation of new solid load "Gas"
- Optimization of Tekla interface for Tekla Structures 2017i
- Update of wind and snow load generator according to ASCE/SEI 7-16
- Optimizations in printout report concerning comment column of nodal support forces
- Optimizations in printout report concerning output of combination rules for imperfection load cases
- Adjustments concerning linking of node coordinates to possibly used parameters when changing node coordinate system
- Adjustments concerning consideration of relative member off-sets under self-weight loads
- Optimizations in solver for friction releases concerning convergence of results
- Optimizations concerning performance of printout report - especially when opening and scrolling between report graphics
- Optimizations concerning material definitions when changing parametric properties of composite cross-sections subsequently
- Adjustment in member load generator regarding resulting load on basis of a load diagram input
- Adjustments concerning output of τß for stiffness reductions according to AISC 360-10
- Adjustments concerning interaction of line releases and members
- Adjustments for observing member order when displaying result diagrams of several members
- Adjustments for interface with Revit - in some cases, the import to Revit was not possible due to a missing DLL.
- Optimizations for import of hybrid cross-sections from SHAPE-THIN 8.xx
- Adjustments concerning import of limit stresses of masonry material from library to window for nonlinear material model 'Isotropic Masonry 2D'
- Adjustments concerning graphical representation of max/min info for linearly smoothed support diagrams
- Adjustments concerning load case specific deactivation of non-linearities for nonlinear material models
- Adjustments concerning consideration of spring members according to large deformation analysis
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- Optimizations of rendering options for models imported via CAD/BIM
- Optimization of Tekla interface for Tekla Structures 2017i
- Update of wind and snow load generator according to ASCE/SEI 7-16
- Optimizations in printout report concerning comment column of nodal support forces
- Optimizations in printout report concerning output of combination rules for imperfection load cases
- Adjustments concerning linking of node coordinates to possibly used parameters when changing node coordinate system
- Optimizations concerning performance of printout report - especially when opening and scrolling between report graphics
- Optimizations concerning material definitions when changing parametric properties of composite cross-sections subsequently
- Adjustment in member load generator regarding resulting load on basis of a load diagram input
- Adjustments for observing member order when displaying result diagrams of several members
- Adjustments for interface with Revit - in some cases, the import to Revit was not possible due to a missing DLL.
- Optimizations when opening a new model directly from Project Manager
- Optimizations for import of hybrid cross-sections from SHAPE-THIN 8.xx
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- Adjustments concerning updating limit stresses when changing partial safety factor
- Optimizations concerning output of effective widths for unilaterally supported c/t parts
- Optimizations when opening a new model directly from Project Manager
- Optimizations when saving modified reference materials in global calculation parameters
- Adjustments concerning determination of outer and inner cross-section perimeter
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- Extension of report for nonlinear implicit as well as explicit solver
- Implementation of new calculation parameters of DLC time history analysis in printout report
- Implementation of a full diagonal mass matrix in calculation parameters of natural vibration cases and dynamic load cases (translational and rotational degrees of freedom) as well as renaming existing options. Adjustments concerning placement of elements for definition of acting masses as well as scaling of mode shapes
- Optimizations concerning consideration of friction coefficient in supports for nonlinear dynamic analysis
- Optimizations concerning internal check of time step definition - this must not be zero.
- Optimization of error messages concerning restrictions of explicit solver - only the full mass matrix is supported, masses must be activated in all directions, and the beta coefficient must be zero.
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- Implementation of new calculation parameters of DLC time history analysis in printout report
- Implementation of a full diagonal mass matrix in calculation parameters of natural vibration cases and dynamic load cases (translational and rotational degrees of freedom) as well as renaming existing options. Adjustments concerning placement of elements for definition of acting masses as well as scaling of mode shapes
- Optimizations concerning internal check of time step definition - this must not be zero.
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- Implementation of a full diagonal mass matrix in calculation parameters of natural vibration cases and dynamic load cases (translational and rotational degrees of freedom) as well as renaming existing options. Adjustments concerning placement of elements for definition of acting masses as well as scaling of mode shapes
- Optimizations of automatic input check concerning definition of additional masses
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- Implementation of design of minimum wall thickness for pipes and pipe bends
- Implementation of option to calculate hoop stress using inner, mean or outer diameter
- Implementation of alternative term for calculation of longitudinal pressure stress for determination of stresses according to ASME B31.1 and EN 13480-3
- Optimizations in design concerning check of maximum admissible material thickness
- Implementation of other materials in database for design according to EN 13480-3
- Adjustments concerning determination of limit stress according to EN 13480-3
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- Implementation of other materials in database for design according to EN 13480-3
- Adjustments concerning report output of internal forces by cross-sections for pipe load combinations
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- Implementation of compositions from company Martinsons
- Implementation of compositions from company Structurlam for US market
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- Implementation of an option for graphical representation of load increasing factor ß in Results navigator
- Extension of node selection for "nodes with punching load in Z direction"
- Adjustments concerning output of applied shear force ßVEd in design of shear force resistance of tie
- Optimizations concerning consideration of additional openings
- Optimizations for automatic recognition of punching shear points on wall corners or wall ends with connected beam members
- Adjustment for determination of punching load when using load increasing factor b by means of sector model
- Adjustments concerning internal model check - it happened that nodes were not accepted.
- Adjustments concerning output of shear force in control perimeter
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- Implementation of factor ηt for shear reinforcement according to SIA 262:2013
- Adjustments in shear force design according to SIA 262:2013
- Adjustments concerning determination of minimum reinforcement for members according to National Annex for Germany
- Optimizations concerning option of designing longitudinal reinforcement for fire resistance design
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- Implementation of factor ηt for shear reinforcement according to SIA 262:2013
- Adjustments in shear force design according to SIA 262:2013
- Adjustments concerning determination of minimum reinforcement for members according to National Annex for Germany
- Optimizations concerning option of designing longitudinal reinforcement for fire resistance design
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- Adjustments for determination of applied longitudinal reinforcement ratio for calculation of punching shear resistance
- Adjustments in design of vertical bars of block foundations with rough bucket sides concerning acting bending moment
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- Adjustments for determination of applied longitudinal reinforcement ratio for calculation of punching shear resistance
- Adjustments in design of vertical bars of block foundations with rough bucket sides concerning acting bending moment
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- Extension of report for nonlinear implicit as well as explicit solver
- Implementation of new calculation parameters of DLC time history analysis in printout report
- Optimizations concerning internal check of time step definition - this must not be zero.
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- Implementation of new calculation parameters of DLC time history analysis in printout report
- Optimizations concerning internal check of time step definition - this must not be zero.
