TSAC-3041 |
Concrete components |
In Meshreinforcement that represents a mesh of steel bars in two perpendicular directions
In Tekla Structures, the reinforcement mesh bars in one direction are called main bars and reinforcement mesh bars perpendicular to them are called crossing bars.
bars, extra secondary bars are no longer created in centrally placed bar groups.
|
TSAC-3031 |
Concrete components |
In Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout, UDAobject property created by the user in order to widen the range of predefined object properties
User-defined attributes are used when the predefined object properties are not sufficient but more properties are needed. For example, comment, locked, and erection status are user-defined attributes.
values are now set for the surface treatmentbuilding object that represents finishing of a part
The term surface treatment is used in concrete detailing. For concrete parts surface treatment includes surface mixes, tiles, and flat finishes, such as troweling and sandblasting.
The term surface finish is used in steel detailing. For steel parts surface finishes include fire-proofing and unpainted areas.
when it is the first layer.
|
TSAC-3030 |
Concrete components |
Previously, in Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout connector, the layer-specific attributes (framing case and offsets) in the Wall layout connector dialog box and the actual connection in the model did not match. This issue appeared when the connected primary wall layout had any surfaces other than the last layer.
|
TSAC-3023 |
Concrete components |
In Reinforced concrete(1) concrete structure which contains reinforcement designed on the assumption that the concrete and reinforcement act together in resisting forces
(1) Reinforcement in reinforced concrete is usually steel bars, wires, or welded wire fabric. It may also be structural fiber of some other material.
(1) In Tekla Structures, reinforced concrete is modeled with reinforcement objects.
(2) cast unit type where the concrete is formed, poured, and cured in its final position
stair (95), the STAIR_WIDTH_TOTAL user-defined attributeobject property created by the user in order to widen the range of predefined object properties
User-defined attributes are used when the predefined object properties are not sufficient but more properties are needed. For example, comment, locked, and erection status are user-defined attributes.
is now calculated properly.
|
TSAC-3000 |
Concrete components |
In Sandwich and double wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
, all foils and insulations that are split are now added to the cast unit as defined on the Parts tab.
|
TSAC-2962 |
Concrete components |
In Corbels and recesses (82), the recognition of cuts has now been improved.
|
TSAC-2896 |
Concrete components |
In Embedded anchors (8), you can now define a rounding value for anchor distances on the Placement tab.
|
TSAC-2879 |
Concrete components |
In Corbels and recesses (82), offsetting created parts with the Reference pointpoint that Tekla Structures creates when the user creates a model object, the point being visualized as a handle
The reference points follow the model object if it is moved. They are only deleted if the related model object is deleted.
Reference points can be selected as snap points in a snap switch.
option now works properly.
|
TSAC-2875 |
Concrete components |
Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout elementation has several improvements:
- Weight in imperial settings now reads lbs correctly.
- Max weight now has a default of 10000kg when you do not enter any value.
- When there are no precast parts in the wall layout, the following error message is now shown: "Selected wall layout does not have any precast layers and therefore elementation is not possible."
|
TSAC-2850 |
Concrete components |
In Floor layout, you can now use Chinese characters in layer names.
|
TSAC-2501 |
Concrete components |
In Electric box in wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
(84), distance parameters now work properly with imperial units.
|
TSAC-2465 |
Concrete components |
Reinforcement meshreinforcement that represents a mesh of steel bars in two perpendicular directions
In Tekla Structures, the reinforcement mesh bars in one direction are called main bars and reinforcement mesh bars perpendicular to them are called crossing bars.
array (91) now reinforces the entire slabplate that represents a concrete structure
In Tekla Structures, a slab is created by picking three or more points.
Slab may be part of a floor, for example.
area properly.
|
TSAC-2253 |
Concrete components |
Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout: You can now use the Copy special - Mirror and Move special - Mirror commands to mirror wall layouts.
|
TSAC-2019 |
Concrete components |
Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout opening: When copying an opening with direct modificationfunction that activates the mode where the model objects can be modified by using handles
Direct modification enables additional handles and modification options.
using the Ctrl button, fillers are now correctly copied along with the opening.
|
TSAC-1859 |
Concrete components |
Previously, Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout tools used the circular opening settings for rectangular openings if a circular opening was modified before creating the rectangular opening. This has now been changed.
|
TSAC-1281 |
Concrete components |
In Wallplate that represents a structure such as a wall or roof panel
In Tekla Structures, a panel is created by picking two or more points.
In cast-in-place concrete the term wall refers to a concept similar to panel.
layout and Floor layout, when a user-defined attributeobject property created by the user in order to widen the range of predefined object properties
User-defined attributes are used when the predefined object properties are not sufficient but more properties are needed. For example, comment, locked, and erection status are user-defined attributes.
value on the UDAobject property created by the user in order to widen the range of predefined object properties
User-defined attributes are used when the predefined object properties are not sufficient but more properties are needed. For example, comment, locked, and erection status are user-defined attributes.
/User defined tab is empty, the components now ignore these empty values. This lowers the risk of overwriting these UDAs.
|
TSAC-3253 |
Steel components |
In Stiffened base platecomponent object that represents a plate welded to a column base
Base plates are used to distribute the concentrated load of the column over a wider area.
(1014), you can now define the material of extra profiles on the Extra plates tab.
|
TSAC-3185 |
Steel components |
In Railings (S77), stanchion skews are now created correctly for all stanchions.
|
TSAC-3160 |
Steel components |
In Wraparound gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate
cross (60), the bolts were rotated incorrectly when the connection was used for twin profiles. This has now been fixed.
|
TSAC-3140 |
Steel components |
In Gusseted cross (62), the bolt cut lengthbolt property that indicates the depth at which Tekla Structures searches for the sections of the bolted parts
Cut length determines whether the bolt will go through one flange or two, for example.
was too small for thick gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate
plates. This has now been fixed.
|
TSAC-3038 |
Steel components |
In Stiffened end platecomponent object that represents a plate welded perpendicular to the end of the component secondary part
(27) and Partial stiffened end plate(1) part that represents a flat structure
(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.
(2) plate that represents a steel structure
(2) Plate is mainly used as a connection piece or as a floor plate.
(65), the fittingadjustment of a part end
of the secondary part(1) part that exists in a building object and that is connected to the main part
(1) Secondary part can be an assembly secondary part or a cast unit secondary part.
(2) input part that the user selects after selecting the component main part when creating a component
(2) A component can have none, one or more component secondary parts.
was previously incorrectly created in some cases. This has now been fixed.
|
TSAC-2991 |
Steel components |
In L splice (175) there was an incorrectly created chamfer on the L profile, which was causing problems with numberingprocess of assigning position numbers to parts, cast units, assemblies, or reinforcement
In Tekla Structures, the position numbers assigned in the numbering are shown in marks and templates, for example.
. This has now been fixed.
|
TSAC-2990 |
Steel components |
In Simple clip anglecomponent object that represents a right angle that is made of a standard L-shaped profile and that connects parts
2 (82), the copes were previously created incorrectly causing problems with dimensioning in the drawings. This has now been fixed.
|
TSAC-2956 |
Steel components |
In Joist to beam, type 1 (160), the location of the secondary part(1) part that exists in a building object and that is connected to the main part
(1) Secondary part can be an assembly secondary part or a cast unit secondary part.
(2) input part that the user selects after selecting the component main part when creating a component
(2) A component can have none, one or more component secondary parts.
handle no longer affects the created joist cuts.
|
TSAC-2944 |
Steel components |
In Full depth (184), some cuts were previously not created correctly. This has now been fixed.
|
TSAC-2933 |
Steel components |
In Welded column with stiffeners (128), top and bottom stiffenercomponent object that represents a structure that strengthens a steel beam or column
Stiffeners are usually plates.
Stiffeners are used to prevent web buckling at supports or concentrated loads.
welds were previously swapped. This has now been fixed.
|
TSAC-2918 |
Steel components |
In Bolted gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate
(11), slotted holes were previously applied incorrectly when using twin profiles as the secondary part(1) part that exists in a building object and that is connected to the main part
(1) Secondary part can be an assembly secondary part or a cast unit secondary part.
(2) input part that the user selects after selecting the component main part when creating a component
(2) A component can have none, one or more component secondary parts.
. This has now been fixed.
|
TSAC-2882 |
Steel components |
Partial stiff end platecomponent object that represents a plate welded perpendicular to the end of the component secondary part
(65) now works correctly when using an L profile instead of a front plate(1) part that represents a flat structure
(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.
(2) plate that represents a steel structure
(2) Plate is mainly used as a connection piece or as a floor plate.
.
|
TSAC-2795 |
Steel components |
In Ladder (S35), in some geometrical conditions the hoops were previously created with solid errors. This has now been fixed.
|
TSAC-2554 |
Steel components |
In Ladder (S35), in some cases, hoops were previously not created correctly. This has now been fixed.
|
TSAC-2543 |
Steel components |
In Shear plate(1) part that represents a flat structure
(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.
(2) plate that represents a steel structure
(2) Plate is mainly used as a connection piece or as a floor plate.
simple (146), clipping the secondary part(1) part that exists in a building object and that is connected to the main part
(1) Secondary part can be an assembly secondary part or a cast unit secondary part.
(2) input part that the user selects after selecting the component main part when creating a component
(2) A component can have none, one or more component secondary parts.
flange previously depended on the length of the secondary part. This has now been fixed.
|
TSAC-2359 |
Steel components |
In U.S. Base platecomponent object that represents a plate welded to a column base
Base plates are used to distribute the concentrated load of the column over a wider area.
(1047), in some situations, two anchors were previously added to the same assembly. This has now been fixed.
|
TSAC-2349 |
Steel components |
In Railings (S77), top rail part cutcut that is defined by a cutting part
creation has been improved.
|
TSAC-2226 |
Steel components |
In Hollow brace wraparound gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate
(59), the seal plate(1) part that represents a flat structure
(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.
(2) plate that represents a steel structure
(2) Plate is mainly used as a connection piece or as a floor plate.
was not previously created when the weld length was set to be smaller than zero. This has now been fixed.
|
TSAC-2177 |
Steel components |
In H/V Shear plate(1) part that represents a flat structure
(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.
(2) plate that represents a steel structure
(2) Plate is mainly used as a connection piece or as a floor plate.
(64), previously there was the gapany space between two objects
The term gap is used in its general sense in Tekla Structures.
or clash between the shear plate and the main part(1) part that exists in a building object and that determines the position number for the assembly or cast unit and the direction of assembly or cast unit drawings
(1) Main part can be an assembly main part or a cast unit main part.
(2) input part that the user selects first when creating a component
(2) Connections and details always have a component main part.
. This has now been fixed.
|
TSAC-857 |
Steel components |
Seatcomponent object that represents a structure upon which a component secondary part rests
type 5 (60) does not create an unwanted fittingadjustment of a part end
anymore.
|
TSAC-846 |
Steel components |
In Rebar holesmall hollow open throughout a part or assembly that is usually used for fastening parts with bolts or other such objects
Hole is created in the same way as bolts and hole properties are defined in the bolt properties.
, holes are now created correctly for inclined reinforcing bars with part cuts in steel columns, beams, and contour plates.
|
TSAC-311 |
Steel components |
In Tube splice (6), the creation of welds between the splice plates and the input parts has been improved.
|
TTSD-27752 |
Organizer |
Organizertool that is used for categorizing and managing model information, object properties and object property queries, and model object classification
Organizer consists of two tools, object browser and categories.
performance has now been improved in situations where you open an old model in an environment where a substantial number of property definitions has been changed.
|
TTSD-27599 |
Organizer |
Synchronization has been improved in Organizertool that is used for categorizing and managing model information, object properties and object property queries, and model object classification
Organizer consists of two tools, object browser and categories.
. Synchronizing Organizer with models that have assemblies containing a lot of subassemblies/parts is much faster than before.
|
TTSD-25840 |
Organizer |
When you export data to Excel and select the Export without column headers option, the Count column header is not added to the export anymore.
|
TTSD-20302 |
Organizer |
In Organizertool that is used for categorizing and managing model information, object properties and object property queries, and model object classification
Organizer consists of two tools, object browser and categories.
, when you used the W_Project_data property templatedefinition of object property layout for the property table in object browser
The property template is saved in an .xml file or in the Organizer database.
, the property values of one assembly row in Object Browsertool in Organizer used to inquire, view, and report model information based on selected model objects
were emptied when you exported the object propertiesproperties associated with an object type
Usually a single object property includes a default value that the user can modify.
to Excel. This has now been fixed.
|
TTSD-26132, TTSD-26655 |
Import, export, interoperability |
The profile mapping now works in the following way:
- Arbitrary profile mapping by name does not need to match the dimensions.
- Arbitrary profile mapping by name can be set to require dimensions to match by setting the new advanced option XS_CONVERSION_ARBITRARY_PROFILE_MAPPING_BY_NAME_MUST_MATCH_DIMENSIONS to TRUE. The default is FALSE.
- Parametric profilepredefined profile whose cross section dimensions the user can change by using parametric variables
conversion by profile name mapping does not need to match the dimensions.
- Parametric profile conversion tries to find a corresponding library profile and if any profile does not match the parameters, the default parametric profile will be used.
|
TTSD-28931 |
Import, export, interoperability |
DWG drawing export: The DWG export stability has been greatly increased in cases of exporting many drawings at a time.
|
TTSD-28894 |
Import, export, interoperability |
IFCfile format commonly used in BIM that facilitates software interoperability
IFC is an open specification developed by the IAI (International Alliance for Interoperability).
Model can be exported into an IFC file.
export: The export had sometimes wrong colors for some objects when exporting bigger amount of objects. This has now been fixed.
|
TTSD-28680 |
Import, export, interoperability |
DWG drawing export: Previously, the Export drawings to DWG/DXF dialog box would not open if the advanced option XS_DRAWING_PLOT_FILE_DIRECTORY had no value. This has now been fixed.
|
TTSD-28021 |
Import, export, interoperability |
IFC4 export: A non-segmented profile is now used for polygon plates.
|
TTSD-27907 |
Import, export, interoperability |
The IFCfile format commonly used in BIM that facilitates software interoperability
IFC is an open specification developed by the IAI (International Alliance for Interoperability).
Model can be exported into an IFC file.
Property set definitions dialog box buttons now work better with Windows scaling.
|
TTSD-26897 |
Import, export, interoperability |
The bending radii of rebar hooks are now correctly exported to IFC4. Previously, the main rebar bending radii were applied to all bends including hook bends.
|
TTSD-26570 |
Import, export, interoperability |
3D DWG export now works better with z coordinates.
|
TTSD-26532 |
Import, export, interoperability |
IFCfile format commonly used in BIM that facilitates software interoperability
IFC is an open specification developed by the IAI (International Alliance for Interoperability).
Model can be exported into an IFC file.
Object Conversion of steel contour plates uses the prefix defined for plates in Component settings (File > Settings > Options > Profile name > Plate(1) part that represents a flat structure
(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.
(2) plate that represents a steel structure
(2) Plate is mainly used as a connection piece or as a floor plate.
) as the prefix for native plates. You can use prefixes that are supported by your environment.
|
TTSD-25692 |
Import, export, interoperability |
Reference models: Conversion factors from metric to imperial have been added to IFCfile format commonly used in BIM that facilitates software interoperability
IFC is an open specification developed by the IAI (International Alliance for Interoperability).
Model can be exported into an IFC file.
reference models.
|
TTSD-25325 |
Import, export, interoperability |
IFCfile format commonly used in BIM that facilitates software interoperability
IFC is an open specification developed by the IAI (International Alliance for Interoperability).
Model can be exported into an IFC file.
object conversion: Some B-rep cuts were not created correctly, which caused slowness. This has now been fixed.
|
TTSD-21401 |
Import, export, interoperability |
Reference models: When DirectX renderingprocess of making the model object faces visible
The rendered model object faces can be transparent or non-transparent
was enabled, some lines in a DWG reference modelmodel which the designer can use as an aid when building another model
A reference model is created in Tekla Structures or in other software and can be inserted to Tekla Structures. The reference model appears together with the model but it is not modified by Tekla Structures. The user can snap to reference model points.
For example, an architectural model, a plant design model, or a heating, ventilating, and air-conditioning (HVAC) model can be a reference model.
disappeared at certain zoom levels. This has now been fixed.
|
TTSD-20150 |
Import, export, interoperability |
Reference models: Setting the visibility of reference modelmodel which the designer can use as an aid when building another model
A reference model is created in Tekla Structures or in other software and can be inserted to Tekla Structures. The reference model appears together with the model but it is not modified by Tekla Structures. The user can snap to reference model points.
For example, an architectural model, a plant design model, or a heating, ventilating, and air-conditioning (HVAC) model can be a reference model.
gridmodeling aid that represents a three-dimensional complex of intersecting grid planes or intersecting grid planes and curved grid surfaces
The grid is defined by coordinates in 3D space. It is shown two-dimensionally on the view plane by dash-and-dot lines. A grid can be rectangular or radial.
It is possible to have more than one grid in a model. For example, a large-scale grid for the entire structure, and smaller grids for some detailed sections.
It is also possible to show grids and grid line labels in drawings, and to modify how they are shown in the drawings.
layers did not work. This has now been fixed.
|
TTSD-15289 |
Import, export, interoperability |
DWG drawing export: 2D DWG export now scales the exported file correctly also when US Imperial units are used in the model.
|
TTSD-28854 |
Templates and reports |
Modifying a report in Template Editortool in Tekla Structures that is used for creating and modifying templates to be used in drawings and reports
was very slow. This has now been fixed and the performance of Template Editor has been improved.
|
TTSD-27005 |
Templates and reports |
The pull-outsmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar
attribute now displays the angle values in graphical fields in drawing templates.
|
TTSD-15807, TTSD-28271 |
Drawings |
A new representationthe way that the information included in a model is represented visually
option outline (ignore holes) has been added for meshes on the Meshreinforcement that represents a mesh of steel bars in two perpendicular directions
In Tekla Structures, the reinforcement mesh bars in one direction are called main bars and reinforcement mesh bars perpendicular to them are called crossing bars.
content tab in Reinforcement properties. Additionally, the missing representation option single line with filled ends was added on the Mesh content tab.
|
TTSD-27840 |
Drawings |
The section marks are no longer referring to wrong views.
|
TTSD-27776 |
Drawings |
Reference models: Assembly, cast unit, and single-part drawings: Previously, section symbols were created very far apart and view boundaries were too large if the model contained reference models, even when the reference models were not visible in the drawings. This has now been fixed.
|
TTSD-26142 |
Drawings |
Pull-outsmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar
pictures in drawing templates now have correct leg lengths for rebar set tapered groups.
|
TTSD-25607 |
Drawings |
It is no longer possible to open a drawing in Document Managertool that is used for listing and managing drawings and other types of documents
With the document manager the user can, for example, reorganize, update, freeze, lock, and delete drawings.
The user can also organize file documents, such as PDF, NC, and DWG files, and drawings, in document categories, and search documents and open drawings.
Document manager is replacing drawing list from the version 2018i onwards.
while direct editing one of its properties. Previously if that was done, any in-progress editing was lost. Now the edit is committed.
|
TTSD-24534 |
Drawings |
The center-to-center distance in bolt marks now works more reliably.
|
TTSD-21243 |
Drawings |
Document managertool that is used for listing and managing drawings and other types of documents
With the document manager the user can, for example, reorganize, update, freeze, lock, and delete drawings.
The user can also organize file documents, such as PDF, NC, and DWG files, and drawings, in document categories, and search documents and open drawings.
Document manager is replacing drawing list from the version 2018i onwards.
search box now supports macrosaved series of actions that includes instructions for a program
Macros are located in the applications and components catalog. They are recorded or created manually and stored as .cs file in a folder defined with the advanced option XS_MACRO_DIRECTORY.
Macros can, for example, be used for creating drawings or reports.
Macros are sometimes used to run an application.
recording and playback.
|
TTSD-21114 |
Drawings |
The List hidden objects in templates option in drawings now works more reliably.
|
TTSD-20488 |
Drawings |
Previously, dragging drawing text from the ruler instead of the ruler handle could cause Tekla Structures to crash. This has now been fixed.
|
TTSD-17795 |
Drawings |
The drawing section marks no longer refer to wrong views.
|
TSAC-3003 |
Drawings |
Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths
dimensioning: the dimension markpart of a dimension that displays the basic information about the building object measurements
A dimension mark can consist of a prefix, numerical value, and postfix.
and line to rebar are now correctly placed in a customized position.
|
TSAC-2928 |
Drawings |
Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths
dimensioning: Previously, single bar rebar groups gave incorrect number values. This has now been fixed.
|
TSAC-2869 |
Drawings |
Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths
dimensioning: Rebar groups are now dimensioned in polybeams.
|
TTSD-26837 |
Tekla Model Sharing |
Reference models: Previously in shared models, conflicts with reference models at read-in sometimes caused situations where reference objects could not be shown as invisible in the model viewview that is represented in the modeling mode
Model view is available also in the drawing mode and it is represented in its own window.
. This has now been fixed.
|
TTSD-26304 |
Tekla Model Sharing |
In some situations, conflicts in the model could cause the error "Dbvirtual fatal error: internal consistency failure " in read in and restart of Tekla Structures. This has now been fixed.
|
TTSD-16162 |
Tekla Model Sharing |
The appearance of usernames in the history of shared models has been unified. The usernames are now shown in the domain\name format.
|
TTSD-15628 |
Tekla Model Sharing |
Previously, when a multi-user modelmodel that is used for collaboration and that is opened in multi-user mode
was converted into a shared modelmodel used for collaboration over the Tekla Model Sharing service
With a shared model, each user works with their own model and the changes are shared through Tekla Model Sharing. A shared model requires the use of a single-user model. The same model cannot be a shared model and a multi-user model.
, inserting an object could appear twice in the object history. This has now been fixed.
|
TTSD-14480 |
Tekla Model Sharing |
Previously in Tekla Model Sharingcloud service for collaboration and for storing and sharing a model
Tekla Model Sharing is one of the Tekla Online services.
, saving a copy of a shared modelmodel used for collaboration over the Tekla Model Sharing service
With a shared model, each user works with their own model and the changes are shared through Tekla Model Sharing. A shared model requires the use of a single-user model. The same model cannot be a shared model and a multi-user model.
with the Save As option could erase the creation time and creator of model objects. This has now been fixed so that the creation time of model objects is the time that the copied model was saved, and the creator is the user that saved the model.
|
TTSD-27964 |
Reinforcement |
Previously, Tekla Structures crashed when you copied rebar set properties and other objects were selected along with the target rebar set. This has now been fixed.
|
TTSD-26787 |
Reinforcement |
The property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
is now updated correctly when selecting a modifierline or polyline that can be used to locally modify reinforcing bars in a rebar set
Rebar set modifiers can be rebar set property modifiers, end detail modifiers, or splitters. Also rebar set secondary guidelines behave like rebar set modifiers.
Polyline modifiers may have corner chamfers. Each rebar set modifier only affects those rebar set reinforcing bars that its projection touches.
command on the Rebar set contextual tab on the ribbon, or on the contextual toolbarfloating toolbar that contains commands for modifying the most common object properties
The user can customize the contextual toolbar.
. Previously, the property pane occasionally showed the properties of the selected rebar set even if you selected a modifier command.
|
TTSD-26528 |
Reinforcement |
In rebar sets, the leg faceplane that defines where the reinforcing bar legs are created in a rebar set
Tekla Structures creates rebar set leg faces at the reinforced faces of concrete parts or pour objects, or according to the points picked when creating a rebar set.
and the secondary guidelinerebar set guideline that can be used in addition to the rebar set primary guideline to modify the geometry, direction, and spacing of reinforcing bars in a rebar set
Rebar set secondary guidelines can be used to create curved reinforcing bars or to define a different spacing at the start and end of the rebar set reinforcing bars, for example.
selection was previously lost in the property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
after a modification. This has now been fixed.
|
TTSD-25246 |
Reinforcement |
Modifying multiple rebar set leg faces or guidelines through the property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
now works correctly.
|
TTSD-24838 |
Reinforcement |
Copying rebar set properties in the property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
now works correctly when you use area selectionmethod of selecting objects that are included in a certain rectangular area of a model
In addition to the selected area, selection switches and selection filters control which object types are selected.
to select the rebar sets to which you want to copy properties.
|
TTSD-23905 |
Reinforcement |
DirectX renderingprocess of making the model object faces visible
The rendered model object faces can be transparent or non-transparent
performance has been improved when visualizing bent rebars which have a large bending radius.
|
TSAC-2747 |
Reinforcement |
In Rebar shape managertool that is used for customizing the bending shapes of reinforcing bars
Rebar shape manager can be used for bending shapes only and not for any other reinforcing bar properties.
, the value of total length along center line (CLL) was not correct in case the bending radius values and angles were varying. This has now been fixed.
This fix also affects reports if the CLL value has been used for calculations.
|
TSAC-2735 |
Reinforcement |
Previously, if you used a Rebar coupler or Rebar end anchor component with rebar sets and manually attached the rebar set bars to another part, the components remained attached to the original part. This has now been fixed. Now both the rebars set bars and the components are correctly attached to the other part.
|
TSAC-2605 |
Reinforcement |
In Rebar shape managertool that is used for customizing the bending shapes of reinforcing bars
Rebar shape manager can be used for bending shapes only and not for any other reinforcing bar properties.
, a new tolerance value, Curve tolerance, has been added to the Tolerances tab. This value is used for recognizing the arc in a rebar that has multiple sequential bendings.
If the deviation of the rebar leg from the arc is less than the tolerance, multiple bendings are combined to one (or two) bendings with the arc radius as the bending radius.
|
TSAC-2576 |
Reinforcement |
Rebar shape managertool that is used for customizing the bending shapes of reinforcing bars
Rebar shape manager can be used for bending shapes only and not for any other reinforcing bar properties.
has been changed so that multiple sequential bendings which form an arc are combined into one or more bendings (90 degrees or less) with the arc radius. This makes it possible to define bending shapes containing a large radius bending no matter how many individual bendings appear in the original bar geometry.
This functionality is in use when you set the new XS_REBAR_COMBINE_BENDINGS_IN_EVALUATOR advanced option to TRUE . The advanced option can also be set in a suitable .ini file:
SET XS_REBAR_COMBINE_BENDINGS_IN_EVALUATOR=TRUE
When the advanced option is set to FALSE (which is the default value), the bendings appear as multiple bendings and the shape is recognized as before.
|
TTSD-13141, TTSD-25525 |
Modeling |
Pour resolving speed has been improved. When opening a model that contains pours, the initial pour resolving is now faster than before. This is especially noticeable when opening models containing a large number of pours.
|
TTSD-29032 |
Modeling |
In the Object Groupmodel objects whose settings match the settings that the user has defined for a certain purpose
In Tekla Structures, an object group is defined by rules and conditions, for example, to control the transparency and coloring of model objects in the views. Object groups can also be used in filtering tools, for example in selection filter, to select all objects that match certain properties.
- View Filterfilter used for defining which objects are displayed in a model view or drawing view
View filter chooses objects according to object properties. The user can filter objects according to their profile or material, for example.
dialog box, the values in the Property column no longer disappear when entered with a space at the end of the value.
|
TTSD-28434 |
Modeling |
Previously, a model with rebar sets could not be reopened after repairing the model if XS_DELETE_UNNECESSARY_INT_ARRAYS was set to TRUE . This has now been fixed.
|
TTSD-28122 |
Modeling |
Previously, a warning message was shown when you opened the user-defined attributes (UDAs) dialog box for a cast unit sub-assemblyassembly in a nested assembly that is subordinate to a parent assembly
from the property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
. This has now been fixed.
|
TTSD-27870 |
Modeling |
Snapping to the nearest point now works when using the Ortho tool.
|
TTSD-27782 |
Modeling |
In multi-user models, bolts could get incorrect properties in some conflict situations and thus look corrupted. This has now been fixed.
|
TTSD-27762 |
Modeling |
Previously, if a bent plate(1) part that is created from contour plates, or beams whose profile is a plate
(1) Bent plates can include conical or cylindrical sections.
(1) Curved beams, spiral beams, or deformed parts cannot be used for creating a bent plate.
(2) component object that represents an angle that is bent from a plate and that connects parts
had several edge chamfers, removing one of them caused others to disappear. This has now been fixed.
|
TTSD-27047 |
Modeling |
Previously, if there was a conflict in a multi-user modelmodel that is used for collaboration and that is opened in multi-user mode
and you clicked Review in the conflict message dialog box, Tekla Structures showed an error message when you viewed the conflict log. Now the error message is not shown anymore in conflict situations.
|
TTSD-26815 |
Modeling |
The Work planeplane that the user has chosen in a model and that is currently active for working on in a model view
Newly created, copied, or moved model objects comply with the work plane. For example, shifting the work plane to follow a sloped plane makes it easier to model sloped structures.
handler toolbar now works better when saving multi-user models (save and model reopen). The toolbar now keeps the set work plane when saving the model.
|
TTSD-26760 |
Modeling |
Previously, when you loaded a property fileobject type specific file that contains values of properties or settings used in the property pane or a dialog box
Property files are saved in the current model folder. The user can create and modify property files and copy them to the project or firm folders for future use.
User-defined attributes related to a specific object type are stored in a separate property file.
that did not contain the assembly numberingprocess of assigning position numbers to parts, cast units, assemblies, or reinforcement
In Tekla Structures, the position numbers assigned in the numbering are shown in marks and templates, for example.
value in the property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
, Tekla Structures would crash. This has now been fixed.
|
TTSD-26395 |
Modeling |
When you create a concrete or a steel item, the Undo history dialog box now properly shows the correct command name. Previously, the dialog box listed Direct modificationfunction that activates the mode where the model objects can be modified by using handles
Direct modification enables additional handles and modification options.
as the last command.
|
TTSD-26240 |
Modeling |
Previously, profiles whose SUB_TYPE was defined without quotation marks in the .lis file could not be imported. This has now been fixed.
|
TTSD-25981 |
Modeling |
Performance issues in user-defined sketched profileparametric user-defined profile created in the sketch editor
use have been fixed.
|
TTSD-25515 |
Modeling |
When using the Ortho tool, the snap symbol is now again shown as the snap to any position symbol.
|
TTSD-25123 |
Modeling |
Previously, cross sections could sometimes get incorrectly renamed with a redundant extension " 2", when automatically renamed after importing profiles (for example, "A100 2 2", or "A100 2 2 2 2"). Now the deduplication numbers in cross sectiongeometrical form of a part sectioned perpendicular to its axis
names are incremented correctly (for example, "A100 3", "A100 4", and so on).
|
TTSD-24549 |
Modeling |
Models created with Tekla Structures versions older than 2017 could get corrupted if they were saved while runtime IDs were disabled. Saving models will now fail if runtime IDs are disabled, which will prevent models from being corrupted for that reason.
|
TTSD-16302 |
Modeling |
Weld position is now available on the contextual toolbarfloating toolbar that contains commands for modifying the most common object properties
The user can customize the contextual toolbar.
in the Construction modeling configuration.
|
TTSD-27198 |
Tools and components |
Previously, clash check could fail to detect clashes involving rebar sets with hooks. This has now been fixed.
|
TSAC-2579 |
Tools and components |
Sometimes, it was not possible to open the Layout line dialog box by double-clicking the thumbnail image in the Applications & components cataloguser interface for displaying or modifying information in categorized lists
For example, profile catalog and shape catalog are catalogs.
. This has now been fixed.
|
TSAC-1998 |
Tools and components |
Creating a new group and selecting this group in Layout managertool that is used to import and export layout data between Tekla Structures and field layout devices
Layout manager enables the use of accurate model point and line data on the construction site.
could cause an error when the Group Prefix option in the Layout manager Settings dialog box was empty. This has now been fixed.
|
TSAC-653 |
Tools and components |
In Automatic splicing tool, single bars now apply the first splice correctly.
|
TTSD-27961 |
User interface |
Selecting the profile and the material from the profile and material catalogs in the property panecontrol element in Tekla Structures user interface in the form of a side pane window
The property pane can be used to show and modify the properties of model objects.
The property pane can be customized by using the property pane editor.
now works correctly when creating parts.
|
TTSD-27392 |
User interface |
In the Object groupmodel objects whose settings match the settings that the user has defined for a certain purpose
In Tekla Structures, an object group is defined by rules and conditions, for example, to control the transparency and coloring of model objects in the views. Object groups can also be used in filtering tools, for example in selection filter, to select all objects that match certain properties.
- View filterfilter used for defining which objects are displayed in a model view or drawing view
View filter chooses objects according to object properties. The user can filter objects according to their profile or material, for example.
dialog box, having spaces before or after the text in the Value field no longer causes the text to disappear.
|
TTSD-26021 |
User interface |
Several fixes have been made to DirectX graphics both in object visualization and performance. In DirectX views, the clip planes do not disappear anymore in plan views.
|
TTSD-22777 |
User interface |
Previously, when you maximized the Customize toolbars dialog box, the OK, Apply, Discard and Cancel buttons at the bottom of the dialog box were not visible. This has now been fixed.
|
TTSD-22240 |
User interface |
Objects now remain visible at all zoom levels. Previously, they disappeared from the view at some zoom levels.
|
TTSD-20908 |
User interface |
The construction lineconstruction object that represents a line between two points
extension in the contextual toolbarfloating toolbar that contains commands for modifying the most common object properties
The user can customize the contextual toolbar.
now follows the unit settings.
|
TTSD-18005 |
User interface |
You can now change the space between cut parts on the contextual toolbarfloating toolbar that contains commands for modifying the most common object properties
The user can customize the contextual toolbar.
in the drawing modemode that is used for editing the appearance and content of drawings
Tekla Structures switches to the drawing mode when the user opens any drawing.
.
|
TSAC-2237 |
User interface |
Pressing Esc to cancel the renaming of a layout pointpoint that can be exported to a layout device
Layout point can be a reference point.
did not work correctly, because the original name was not restored. This has now been fixed.
|
TSAC-3219 |
Import, export, interoperability (concrete) |
Export Unitechnik (79): There is a new option for the Export project coordinates setting on the SLABDATE block data specification tab. Use the new Yes, special variant A option to export Unitechnik files that are compatible with the IDAT stacker software. The new option is only available for the 5.2b version of Unitechnik.
|
TSAC-3217 |
Import, export, interoperability (concrete) |
Export Unitechnik (79): In some cases, rebars exported as mountparts were plotted with double lines. This has now been fixed.
|
TSAC-3172 |
Import, export, interoperability (concrete) |
Export Unitechnik (79): A Profile centerline to pallet centerline option has been added for the Align in Y axis setting on the Pallet tab. With the Profile centerline to pallet centerline option, you can automatically align hollow-core slabs to the center of the pallet in Y direction.
|
TSAC-3158 |
Import, export, interoperability (concrete) |
Export Unitechnik (79): The SLABDATE rotation angle only setting has been renamed to With SLABDATE rotation angle, as it now rotates the element and also exports the rotation angle.
|
TSAC-3029 |
Import, export, interoperability (concrete) |
Export Unitechnik (79): When using file name block options it is now possible to specify input text without delimiters.
|
TSAC-2888 |
Import, export, interoperability (concrete) |
BVBS Export: The Advanced tab now contains new options for rounding rebar lengths for 2D bent bars. Mesh and 3D rebars are not affected. To round the lengths, first select an option for the Round setting. The options are: Yes - UseS the nearest rounding value. Up - Rounds the lengths up. Down - Rounds the lengths down. The new option Round lengths to rounds the total rebar lengths in the corresponding BVBS field in the header block, and the available values are 1, 5, 10, and 25. The new option Round leg lengths to rounds the leg lengths in the geometry block, and the available values are 1, 5, and 10. 1 is the default value for both options.
|
TSAC-2606 |
Import, export, interoperability (concrete) |
Export Unitechnik (79): The settings Name of order and Drawing number on the HEADER block data specification tab and Slabplate that represents a concrete structure
In Tekla Structures, a slab is created by picking three or more points.
Slab may be part of a floor, for example.
number on the SLABDATE block data specification tab now have a new option File name sections. Select this setting and specify a string consisting of numbers referring to the 6 sections of the exported file name mask that are specified on the Main tab. You can type numbers 1 to 6, and delimiters , . _ and - in the free input field to export any combination of strings used in the file name, in any order. For example, 1-2-3, or 2_5_6. Use this option to ensure that both the strings in the file name and within the file content match the expected project and drawing numbers for successful file import.
|
TSAC-2540 |
Import, export, interoperability (concrete) |
EliPlan Export (68): Plotter data export has been improved.
|