Wall to wall connection: Shortening the wall now works correctly again.

Reinforced concrete stair (95): Creating only the bottom group of rebars now works correctly for top and bottom landing stirrups.

Concrete console (110): The corbel type and class are now concrete when the corbel material is concrete. In addition, the corbel inherits the position prefix of the main part when a prefix has not been defined for the corbel.

Tapered I beam (81): Previously, the dimensions of tapered beams were not created correctly in some cases. This issue has now been fixed.

Cap plate detail: Previously, if there were different cap plate types in a model (both circular and rectangular), opening the properties of any cap plate component did not display the properties correctly, and you had to click Get to display the correct properties. This issue has now been fixed.
 

Railings (S77): Previously, when the rail ended near the bent part of the rail, the rail was created with incorrect geometry. This issue has now been fixed.

Stiffened base plate (1014): Previously, modifying stiffener dimensions also affected the class of shim plates. This issue has now been fixed.

Box bolt (13): Previously, the bolt cut length was incorrectly calculated for some profiles. This issue has now been fixed.
 

Tube gusset (20): Previously, when the secondary parts were located on both sides of the main part, the weld between the gusset and the main part was created incorrectly. This issue has now been fixed.

Tube gusset (20): It is now possible to define the gusset plate location when the secondary parts are located on both sides of the main part.

Shear plate simple (146): Previously, the cut for bolt clearance was created also when it was not needed. This caused problems with numbering. Now this issue has been fixed.

Joist seat (58): Previously, the prefix and start number for the part position number of the bottom shear tab was not correctly applied. This issue has now been fixed.

Cold rolled overlap (1): Previously, stays were created incorrectly if the sum of the main and secondary part heights was higher than 1800 mm. This issue has now been fixed.

Railings (S77): Previously, setting the maximum length of the bottom rail to 0.0 caused Tekla Structures to stop working. This issue has now been fixed.

Stanchions (S76): Previously, stanchions were created with incorrect geometry when the input parts had fittings applied on them. This issue has now been fixed.

Haunch (40): It is now possible to specify on the Haunch tab if dimensions H1 or H2 are to the upper or lower edge of the haunch flange.

Cage ladder (S60): Previously, the part properties - name, material, class, and finish - were incorrectly applied for one of the rail bars. This issue has now been fixed.

Generation of profiles (9): Previously, the prefix and start number for the part and assembly position numbers were not applied for the profiles specified on the Prof.//X_m and Prof.//Y_m tabs. This issue has now been fixed.

Stiffened end plate (27): Previously, bolts were created in an incorrect position. This issue has now been fixed.

Previously, there was an error when trying to open Organizer in a model that had multiple UDAs with an identical presentation name. Now the duplicate UDAs are renamed, and Organizer opens normally.

Import from Tekla Structural Designer: While importing from Tekla Structural Designer to Tekla Structures, some specific beam bottom rebar sets (such as hooks or bobs with crank) were not importing correctly. This issue has been addressed now.

Export to Tekla Structural Designer: In the analysis model export from Tekla Structures to Tekla Structural Designer, concrete parts are now exported using the same rules as steel parts.

1. The analysis axis of each part in Tekla Structures is used as the insertion line in Tekla Structural Designer.
2. The Tekla Structures part position is mapped to the Tekla Structural Designer alignment.
3. The major and minor offsets are adjusted in Tekla Structural Designer to get the member in the correct place.

Import from Tekla Structural Designer: Previously, a few standard UB and CHS sections were not getting imported from Tekla Structural Designer into Tekla Structures automatically. The workaround was to create and use manually written conversion files. A direct mapping for those sections has been established now.

Drawing and report templates: Previously, the output in the resulting report and drawing tables was not consistent when you had used the same fvf formula in the report template and drawing template. This issue has now been fixed, and the output is the same in reports and drawing tables.

Drawing and report templates: For the fvf function, the 5th argument is now available also in drawing templates and custom components. If it is set to TRUE, empty entries from the read line of the file will be considered when the function gets resolved. If it is missing or set to FALSE, empty entries are removed.

A critical error occurred when you used the Undo command after the Combine lines command. This issue has now been fixed.

The buttons that act on the rows of table-based property dialogs in drawings, such as the View properties button in the View creation panel in the single-part, cast unit, and assembly drawing properties and the Edit rule button in the Dimensioning panel in the drawing view properties, now work the first time you click the button, regardless of how you select a row in the table. Previously, you often had to click the button twice for it to work.
Also the opening performance of all classic property dialogs in drawings has been improved.

You can now use the Adjust reinforcing bars command from the Quick Launch in the Tekla Structures Graphite configuration and the Rebar Detailing configuration. You can also add the command button to the ribbon.

Drawing text objects in property pane: The down arrow is now supported in the property pane when editing the text of the text object.

Previously, when printing drawings, arrows with a negative length were not printed. This issue has now been fixed.
 

Earlier, when using the Select part marks command for selected parts, the property pane was still showing the properties of the selected parts. This issue has now been fixed.

Support for nested advanced options in .ini files has been improved. A previous issue that caused duplicated entries in the XS_SYSTEM and XS_MACRO_DIRECTORY folders has been fixed.

Previously, when a .dat file located in a sub-folder of the XS_PROJECT, XS_FIRM, or XS_PROFDB folder was used as the first argument of the fvf() function, the .dat file was not found. This issue has now been fixed.

Tekla Model Sharing: Users, who have restricted licenses which do not allow model editing, may experience connection plugin crashes in some circumstances when the model changes are read in. To prevent this happening, do not run the connection plugins during read in. 

Tekla Model Sharing: Previously, when you excluded a model from Tekla Model Sharing, the deletion of a backup folder could potentially stop the application from working if the folder entry was corrupted. Now the folder deletion has been improved to prevent this.

Tekla Model Sharing: When UDAs with incorrect type were removed by using the Repair model command, the deleted UDAs were not shown in the Changes list. This has now been fixed. 

Rebar sets: An issue has been fixed that would cause layering problems with slightly inaccurate rebar set leg faces.

Earlier, in some specific situations when the Compare assemblies command was used, Tekla Structures was unexpectedly closed. This issue has now been fixed.

Previously, when you opened models created in versions prior to Tekla Structures 2017 in newer versions and the models had corrupted bolts, an exception was generated. This has now been fixed, and you can now open such models. In addition, using the command Diagnose model lists such bolts and Repair model removes them.

The Create view on work plane command is now available in Carbon and Viewer configurations. If you are using your own ribbon setups, you need to configure the environment or local settings to see the command.

Previously, the Custom component dialog editor remained open if Tekla Structures was closed. This has now been fixed, and the Custom component dialog editor is closed together with Tekla Structures.

Property pane: The Expand all button in the Property pane settings now works.

Export to Tekla PowerFab: The Tekla PowerFab export now uses the CNC settings for scribing and pop-marks when creating CNC files during the export.

DSTV to DXF converter: You can now select multiple rows also on the Hole layers and Tapped holes tabs.

BVBS export: Rebar groups modeled as normal groups are no longer processed as tapered.

Export Unitechnik (79): Searching for the embed name in the Special export assembly file name field is no longer case sensitive. Previously, if you used a different case in the search than what the file had, the file was not found.

Export ELiPLAN file (68): Previously, skewed cuts at the start or at the end of the hollowcore profiles caused incorrect length of the exported hollowcore profile. This issue has now been fixed.

Export ELiPLAN file (68): Previously, edge cuts at the start or at the end of the hollowcore profiles caused incorrect length of the exported hollowcore profiles. This issue has now been fixed.