Wall layout: Edge offsets and edge components no longer change position when contour points are added or removed.

Lifting anchor (80): In some rare cases, when the lifting anchor component was placed into a wall created with Wall layout, modifying the Wall layout caused the lifting anchors to be placed outside the wall. This issue has now been fixed.

Formwork placing tools - Walls: Nested components, such as Walers, are now added to the pour unit.

Wall layout: Previously, there was an issue that caused the creation of sandwich wall openings to be restricted to only one opening when Main part layer was not set to Default. The issue has now been fixed.

Sandwich wall window: The issue that caused window details to be created outside the window (in the component origin) has now been fixed.
 

Lifting anchor (80): Previously, placing anchors on the side faces sometimes caused the anchors to be placed and dimensioned incorrectly. This issue has now been fixed.

Edge and corner reinforcement (62): Stirrups are now created properly in the space smaller than the U bar dimensions between openings. Previously, the stirrups were completely omitted in this situation.

Embedded anchors (8): Previously, lifters in sandwich walls were sometimes placed inside the walls when there were many smaller objects in the assembly. This issue has now been fixed.

Reinforced concrete stair (95): Previously, when you selected the Start point position to be on the upper baseline, for stair shapes without the bottom overhang, the start point was not determined correctly. This issue has now been fixed.
 

Edge and corner reinforcement (62): Previously, when U bars were split by stirrup creation, the spacing of bars was not correct, or the spacing was completely missing when the Creation method was set to Equal distribution by number of reinforcing bars, and the start offset distance was either zero or it was too excessive. This issue has now been fixed.

Embedded anchors (008): On the Input tab, there is a new Up direction option, Global Z, that places anchors in the global Z axis and also guarantees the global orientation of the result assembly.

Floor layout: On the General tab, there is now a new setting Create half a slab to fill the whole area to define the slab panel distribution. If there is an empty area between the last standard slab and the edge of the slab area, you can use this setting to create a slab that fills this empty area. To do this, select the value Yes. This setting overrides the minimum slab width setting on the Advanced tab.

Wall layout: Previously, modifying the wall layout by loading different settings files multiple times could cause Wall layout to stop working. This issue has now been fixed.
 

Concrete console (110): Previously, the column cut offset was not correct when the beams were inclined. This issue has now been fixed.

Wall layout: Previously, when wall layout layers were edited and a new wall layout created, another wall was also created. This issue has now been fixed.

Welded beam to beam (123): Previously, weld 4 was created in an incorrect position in some situations. This issue has now been fixed.
 

Welded beam to beam (123): Previously, weld 3 preparations were created with incorrect sizes in some situations. This issue has now been fixed.
 

Welded beam to beam (123): Previously, weld 7 was created in an incorrect position in some situations. This issue has now been fixed.
 

Shear plate tube column (189): Previously, the cut around the shear tab was created with an incorrect size when only one secondary part was selected. This issue has now been fixed.

Previously, when the End plate (29), Seating (39), or Joining plates (14) component was placed on sloped parts, some welds were incorrectly moved from the flange to the web. This issue has now been fixed.

Column with stiffeners (186): Previously, when the main part was made of plates, there was an offset between the main part and tab plate. This issue has now been fixed.

Welded column with stiffeners (128): Previously, weld 4 preparation cuts were created incorrectly. This issue has now been fixed.

Stiffened end plate (27), Partial stiff end plate (65): Previously, the default width of the front plate was calculated incorrectly. This issue has now been fixed.

Bolted gusset (11): Previously, an incorrect numbering prefix and start number was assigned to one of the seal plates. This issue has now been fixed.

Seating (30): Previously, deleting some bolts caused the main part stiffeners to have an incorrect height. This issue has now been fixed.

Welded to top flange (149): Previously, when the stiffener height was determined by shear tab height, the final stiffener height was incorrect. This issue has now been fixed.

Column seating (39): Previously, some welds were created incorrectly when the secondary part was sloped. This issue has now been fixed.

Weld preparation (44): Previously, weld preparation cuts were incorrectly created for C and U profiles. This issue has now been fixed.
 

Two sided end plate (24), Two sided end plate - Cfl (112), Two sided end plate (115): Previously, bolt edge distances were not correctly applied in the components. This issue has now been fixed.

Z pan (S74): Previously, the horizontal bracket was created with an incorrect length in some situations. This issue has now been fixed.
 

Column with stiffeners S (187): Previously, some tab plate chamfers were not correctly created. This issue has now been fixed.
 

U.S. Base plate (1047): Previously, custom component type connections were not correctly created in some cases. This issue has now been fixed.

Welded shear plate (43): Previously, stiffener part properties - name, material, numbering prefix, and start number - were incorrectly applied. This issue has now been fixed.

Import and export between Tekla Structures and Tekla Structural Designer: The cold-formed section mapping for Finland, Norway and Sweden is now added for the sections available in Tekla Structures.

Import from Tekla Structural Designer: Previously, when importing a Tekla Structural Designer model with US Imperial unit settings into Tekla Structures, the dimensions in the Model Comparison Tool appeared in metric units. This issue has now been fixed.

IFC4 export: The compatibility of IFC4 export with IFC2x3 export has been improved for building hierarchy templates.

IFC2x3 export: Exporting the rebar attribute NominalDiameter is now using nominal diameter from environment instead of actual diameter.

Import from Tekla Structural Designer: Previously, in some cases, imported wall panels did not split correctly into separate objects. This issue has now been fixed.

DSTV/NC: Earlier, when exporting a plate with countersunk bolts being on the back plane and using XS_DSTV_WRITE_BEHIND_FACE_FOR_PLATE=TRUE, the AK block corresponding to the back plane was created incorrectly. This issue has now been fixed.

Template Editor: The int() function failed to convert a decimal number when it was presented as a string. This issue has now been fixed.

Template Editor: Substring subtraction from the end of another string in formulas did not work correctly. For example,  for COLUMN the output was MN instead of COLU. This issue has now been fixed.

Template Editor: Multiline value field output had overlapping lines when the value field was output at an angle. This issue has now been fixed.

Previously, the horizontal table output had overlapping rows when the template had rows with different heights. This issue has now been fixed.

Previously, the negative index did not work with setat() to count the position from the end of the string. This issue has now been fixed.

Previously, sometimes the Sum() function did not output the correct value in a table. This issue has now been fixed.

Drawing templates: The rebar schedule template now works as expected when working with rebar sets containing splitters.

Template Editor: Sometimes the value field length was calculated incorrectly indicating that the length would go outside the component boundaries. This issue has now been fixed.

Previously, in reports, the length and weight of circular spiral reinforcing bars were correct on REBAR rows but not on SINGLE_REBAR rows. This issue has now been fixed.

Previously, text lines overlapped when a multiline value field was rotated. This issue has now been fixed.

Template Editor: The Output 0 as an empty string setting for a template works again.

Template Editor: The report output line change was done with Unix type (LF) and not as before with Windows type (LF+CR). This has now been fixed, and Windows type (LF+CR) is used again.

Previously, pictures did not appear when the fvf() function was used in the Picture rule. This issue has now been fixed.

Previously, the justification was always Left in multiline value fields. This issue has now been fixed.

Previously, the symbol size was incorrect when the symbol was rotated. This issue has now been fixed.

Previously, the view label editor in the property pane did not display the same view label as the one in the drawing. Now, when modifying view properties, the view label editor automatically corrects any properties that have not been correctly defined due to inconsistencies in the environment property files.

The property pane visual editor now allows for multi-item drag and drop. When dragging items from different rows, the editor automatically organizes them into a single row, maintaining a clear order from top to bottom and left to right.

Previously, in GA drawings, the reference object list in the view properties sometimes showed objects from previous models if you had opened many models during the same Tekla Structures session. This issue has now been fixed.

Rebar dimension marks are now more stable when the drawing is updated. Previously, rebar dimension marks could move when a drawing was updated.

Previously, when you moved the selected drawing views, the drawing layout was unintentionally moved as well. This issue has now been fixed.

Earlier, when you dragged a merged part mark with the Shift key held down, the mark was disconnected from the associated part. This issue has now been fixed.

Earlier, after deleting a merged weld mark, it was not possible to recreate single weld marks for the same parts. This issue has now been fixed.

Earlier, when using the HOLE.DIAMETER_X and HOLE.DIAMETER_Y elements in bolt marks, slotted hole dimensions were sometimes shown incorrectly in multi-drawings. This issue has now been fixed.

Previously, symbols were not placed in the correct position in drawings when the symbol position was set to be off origo. This issue has now been fixed.

The symbol color used in a template is now shown correctly in the drawing.

Drawing cloning: Cloned drawings could sometimes get visual artifacts that could not be selected or clicked. This issue has now been fixed.

Drawing cloning: Cloning of circles in drawings now works more reliably.

Previously, some colors in DWG and DXF files imported to drawings did not match the original DWG colors. This has now been improved.

Earlier, when hiding a part from a drawing or a drawing view, the own hidden lines of the part were not hidden. This issue has now been fixed.

The arcs in DWG files imported to drawings are now drawn better.

Auto splitter: Issues with splicing symmetry options and rounding lengths have been fixed.

In Rebar shape manager, you can now save rebar bending shapes and rules in RebarShapeRules.xml files even when the model name or folder path contains non-ASCII characters.

Rebar sets: You can now add hooks to curved longitudinal bars where the hook is perpendicular to the bar plane.

The following improvements and fixes have been released to Live Collaboration:

• The session stability with large models has been improved. Tekla Structures should no longer freeze when a Tekla Structures user shares a large model in a Live Collaboration session and a Trimble Connect user uses the Reset model command within the same session.
• When using a Tekla Model Sharing model in Live Collaboration, you can select which changes to share:
  • You can share the full model as before.

  • You can share a partial model that contains all local changes since your last write out. These changes are labeled as "Changed by 'Your Name' Model name 'ModelName'". Local modifications are highlighted for easy identification: orange for added and modified elements and red for deleted elements. 

    For the highlighting to work reliably, ensure that you have set the frequency for the model upload to Write out in File > Trimble Connect > Upload Model Settings > Upload. 

  • You can also choose to share both the full model and your local changes.
• The reliability and usage of temporary states (including color, visibility, and hide/show options) for increments within Live Collaboration sessions have been improved. This ensures a smoother and more consistent experience during collaborative work.
• You can now share empty models, which makes the initial setup and collaboration on new projects easier.
• The Show/Hide functionality for models now also applies to your own models. This offers more control over visibility.
  • For full models, Hide makes all objects transparent (similar to Ctrl+5), and Show makes them fully visible (similar to Ctrl+4).
  • For Tekla Model Sharing models, using Hide for local changes makes the model invisible, and Show makes it visible.
• You can now better control which models you share (full model or local changes) in each Live Collaboration session you join. Models are no longer automatically shared across all future sessions; instead, you need to click the Share button in each new session. This gives more control over what you share with other users.
• Selecting objects in increments is now possible, and they are colored accordingly in other users' sessions. This provides clearer visual feedback during collaborative work.
• When you are in presentation mode in Trimble Connect and click on something, a target icon appears for all Tekla Structures users who are following the presenter. This adds more visual guidance during presentations.

When you use the Diagnose & repair > Repair library database (xslib) command from the File menu, the report now shows an extra column that provides information about the component name to help users locate the issue.

Additionally, now the name of each illegal profile is also reported. Previously, the report only showed Illegal profile without the name in the Inconsistency column.

Batch editor now handles components, such as Double wall details, better than previously.

Previously, there was a problem in handling incorrect assemblies, which caused Tekla Structures to stop working unexpectedly when diagnosing, repairing, or performing other actions on the model. 

This was caused by an assembly that was poorly defined and self-referencing. Now, the inconsistency is identified by the Diagnose model command and fixed by the Repair model command, which deletes the assembly.

When you add content to your Tekla Warehouse collections, the new profile catalog is recognized. The catalog structure, groups, and profiles are visible when adding files from Tekla Structures.

You can upload selected content from the new profile catalog to your Tekla Warehouse collections. When adding files from Tekla Structures, the selected groups and profiles are uploaded.

When you insert content from Tekla Warehouse into a model, content from the new profile catalog is added to Tekla Structures.

The issue with the loading of some dimensioning plug-ins has now been resolved.

STEP/IGES export: Previously, the export failed to finish the conversion if the model folder path or file name contained special characters. This issue has now been fixed. 

STEP/IGES export: Previously, the export failed to finish the conversion if the model folder path or file name contained special characters. This issue has now been fixed. 

DSTV/NC export: Previously, when you exported polybeams with bolts and included pop-marks, the KA block was created incorrectly. This issue has now been fixed.

Previously, due to the use of numeric values for abbreviations by fabricators, some valid profiles were incorrectly showing as invalid in Tekla Structures. This issue has now been fixed.

STEP/IGES export: Previously, the export failed to finish the conversion if the model folder path or name was very long. This issue has now been fixed.

STEP/IGES export: Previously, the export failed to finish the conversion if the model folder path or file name contained special characters. This issue has now been fixed.

Export ELiPLAN file (68): The location of the Include sub-materials setting on the Data settings tab was incorrect and it was covering the box where you enter  the name of the template attribute, when Template has been selected for the Weight calculation setting. This issue has now been fixed.

BVBS export: The parameters n (number of spiral turns) and g (length) were swapped in the export file for spiral geometries. This issue has now been fixed.

Export Unitechnik (79): Previously, adding formwork to the edge of a double wall could lead to incorrect geometry. This issue has now been fixed.