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更新报告
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常客户服务协议
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- Extension of the Revit interface concerning the export of an existing reinforcement from CONCRETE Members (for members with rectangles or circular cross-section)
- Release of the load "Imposed Line Deformation"
- Extension of the result tables concerning the display of internal forces and deformations in nodal and line releases as well as member and line hinges
- Extension of the results navigator for releases - the forces of line hinges as well as line releases can be displayed graphically now
- Optimizations of the Tekla interface - GUIDs are used now. This allows for a more exact identification of elements.
- Upgrade to dongle driver 7.81
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The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2019Revit 2016 - 2019Tekla Structures 20.1 - 2018i
- Optimizations concerning the direct import of AutoCAD - temporary generated layers are now also imported
- Adaptations in the printout report graphics concerning the display of node numbers in the result diagrams
- Optimizations in the object snap when releasing free surface loads
- Optimizations concerning the consideration of line support nonlinearities at curved surfaces
- Adapatations concerning the material properties of concrete according to ACI 318-14
- Adaptations concerning the consideration of concentrated member loads in combination with imperfections
- Adaptations in the printout report concerning the display of rotated graphics
- Adaptations concerning the display of the membrane stresses at surfaces with nonlinear material model if this has been deactivated globally or depending on the load case
- Adaptations concerning the update of internal forces of result members when changing the integration width subsequently
- Adaptations concerning the graphical display of texts when accessing via remote
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- Extension of the Revit interface concerning the export of an existing reinforcement from CONCRETE Members (for members with rectangles or circular cross-section)
- Optimizations of the Tekla interface - GUIDs are used now. This allows for a more exact identification of elements.
- Upgrade to dongle driver 7.81
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2019Revit 2016 - 2019Tekla Structures 20.1 - 2018i
- Optimizations concerning the direct import of AutoCAD - temporary generated layers are now also imported
- Adaptations in the printout report graphics concerning the display of node numbers in the result diagrams
- Adapatations concerning the material properties of concrete according to ACI 318-14
- Adaptations in the printout report concerning the display of rotated graphics
- Adaptations concerning the graphical display of texts when accessing via remote
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- Optimizations concerning the saving behavior of big files
- Adaptations concerning tables in the graphic window of Table 1.6 Imperfections
- Adaptations concerning the internal cross-section checks - especially for combined cross-sections consisting of I + U + rail
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- Consideration of initial conditions and stationary states in the time history analysis
- Implementation of the response spectrum according to ASCE 7-16
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- Consideration of initial conditions and stationary states in the time history analysis
- Implementation of the response spectrum according to ASCE 7-16
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- Implementation of the response spectrum according to ASCE 7-16
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- Implementation of the response spectrum according to ASCE 7-16
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- Consideration of initial conditions and stationary states in the time history analysis
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- Consideration of initial conditions and stationary states in the time history analysis
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- Adaptations concerning the display of the reinforcement direction in quadrangle surfaces
- Optimizations concerning the internal control of material properties
- Optimizations when saving user-defined values in the result panel
- Extension of the options for the member design according to ACI 318-14 - implementation of the deformation relative to shifted member ends or sets of member ends
- Adaptations concerning the deformation analysis of members according to ACI 318-04 when using modified member stiffnesses
- Adaptations in the deformation analysis of members according to CSA A23.3-14 concerning the applied modulus of rupture
- Optimizations concerning the option to increase automatically the longitudinal reinforcement for the serviceability limit state design when designing several members
- When using the option Approach of the designed additional reinforcement for the SLS design, the required additional reinforcement is now also displayed for the existing additional reinforcement in the result tables
- Adaptations concerning the completeness of the results display at FE mesh points
- Improvement of the determination of temperature in the rebars when performing fire resistance design
- Adaptations concerning the concrete cover according to the standard when concreting on prepared building site
- Optimizations when applying the defined basic reinforcement for displaying the position of the existing longitudinal reinforcement
- Adaptations concerning the determination of the required reinforcement of circular cross-sections with defined basic reinforcement in the case of an increase of the required reinforcement for the serviceability limit state design
- Adaptations concerning the required longitudinal reinforcement when automatically increasing SLS designs according to CSA A23.3-14
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- Adaptations in the printout report concerning the documentation of effective lengths when they should only be displayed for certain members
- Adaptations concerning the determination of the design value of the compressive strength for moisture class 2 and 3
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- Adaptations in the printout report concerning the documentation of effective lengths when they should only be displayed for certain members
- Adaptations concerning the determination of the design value of the compressive strength for moisture class 2 and 3
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- Adapatations concerning the consideration of trapezoidal stiffeners according to Annex A.2
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- Adapatations concerning the consideration of trapezoidal stiffeners according to Annex A.2
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Update Report No. 02892
8-17-01 | 2018/10/31- Adaptations concerning the selection of the module by using the drop-down menu
- Adaptations concerning the design details in the design of the shear force and tension resistance of the web plate
- Adapatations concerning the authorization of the module if the corresponding Author.ini contains several dongles
- Optimizations concerning the design of connections with only one horizontal bolt row
- Adaptations in the design summary concerning the ratio of the design of compression resistance of column stiffeners
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Update Report No. 02891
5-17-01 | 2018/10/31- Adaptations concerning the selection of the module by using the drop-down menu
- Adaptations concerning the design details in the design of the shear force and tension resistance of the web plate
- Adapatations concerning the authorization of the module if the corresponding Author.ini contains several dongles
- Optimizations concerning the design of connections with only one horizontal bolt row
- Adaptations in the design summary concerning the ratio of the design of compression resistance of column stiffeners
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- Optimizations in the determination of the length of intermittent critical perimeters
- Extension of the design for nodes which are supported by rigid members or couplings
- Optimization of the calculation time when determining the punching load from shear force distributions in the critical perimeter for result combinations
- Optimizations when selecting nodes at wall ends
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- Extension of the module by the member hinge nonlinearity "Plastic Hinge"
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- Optimizations concerning the internal control of loadings which should be considered in the design
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- Optimizations concerning the internal control of loadings which should be considered in the design
