Braced girder (88): Previously, the braced girder was not split and it did not continue when it reached the recesses. This issue has now been fixed.

Concrete console (110): The polygon cut to cut the column is now created properly with sloped beams.

Concrete console (110): Previously, the hole position was not correct in the neoprene when it was placed under a sloped beam. This issue has now been fixed.
 

Corbels and recesses (82): Recess positioning for cut parts has been improved.

Concrete beam-beam (112): Previously, beam cuts, anchors, and neoprene were not created correctly when there was a combination of polygonal neoprene and sloped beams. This issue has now been fixed. In addition, split neoprene is now created correctly.

Concrete beam-beam (112): The cut around the anchor bottom tube is now aligned properly to the top of the secondary part when the Tubes aligned with setting is set to Top of secondary on the Anchors tab.

Braced girder (88): Previously, girders were not created correctly if there was a cutout or a partial cutout on one or both of the side edges of the main part. This issue has now been fixed.
 

Rebar coupler and anchor tools: The Extra fabrication length values are now written to the correct user-defined attributes.

Electric box in wall (84): Sometimes, when you changed the connection used between the electric parts and the panel, the result assembly of the parts was broken. This issue has now been fixed.
 

Concrete foundation (1030): The height level of the inner tube rebar is now properly defined.

Embedded anchors (008): Numbering now works properly for the extra insulation part.

Lifting anchor (80): Previously, lifting anchors were not created properly when created on an inconsistent assembly. This issue has now been fixed.

Embedded anchors (008): Earlier, when using a component for creating anchors in the Embedded anchors (008) component, there could be an application error in Tekla Structures. This issue has now been fixed.

Haunch (40): Main part stiffeners are now created correctly when the column profile has flange slope ratio.

Stiffened end plate (27): The default value of the front plate height is now the same as the end plate height in the column to beam connections.

Column tube seating (100): Previously, the plate profile prefix did not respect the settings in File menu > Settings > Options > Components > Profile name. This issue has now been fixed.

Railings (S77): Previously, only 99 vertical rails were welded to the main part. This issue has now been fixed and all rails are welded correctly to the main part.

Stiffeners (1003), Multiple stiffeners (1064): Previously, weld preparations were always created. This issue has now been fixed.

Seating cap plate (2): Previously, the horizontal offset of the lower cap plate was not correctly applied. This issue has now been fixed.

Ring plate: The part and assembly start number of the ring plate are now modified when only the corresponding check boxes are selected. Previously, the part and assembly start number were not modified unless all the check boxes in the dialog box were selected.

Opening frame: The On plane and At depth offset values on the Parts tab for top frame, bottom frame and vertical posts are length values and they now use the correct units set in Options > Units and decimals. The Angle value for welds and Rotation angle on the Parts tab are angle values and they now use the correct units set in Options > Units and decimals.

Railings (S77): Previously, when stanchions were sloped with a minor angle, the top horizontal rail was not created correctly. This issue has now been fixed.

Clip angle (141): Previously, the vertical bolt edge distance was not correctly applied in some cases. This issue has now been fixed.
 

Column with stiffeners W (182): Previously, the strip to the secondary part flange did not work when the secondary part was connected to the main part web. This issue has now been fixed.

Open/close angle ends (1050): The component performance with polybeams has been improved.

UltraZED File transfer (93): Previously, manually adjusting the length of a diagonal restraint after they had been inserted with a component resulted in incorrect CAM data as it would not update. Now, the Tekla Structures displays a warning message, and requests drawings.

Wall rails: You can now set different materials for the bracket arm and bracket base.

Ayrshire Diagonal tie - column (81), Ayrshire File transfer (92): Previously, there was an application error when connecting the diagonal brace to a column or rafter. This issue has now been fixed.

The Auto bolt component used in custom components now supports the following data types for the BoltSize attribute: bolt size, length, double, and string. The component can also be modified while being a part of custom component, in the user interface, without any unexpected results. The stand-alone Auto bolt component works the same way as previously.

Steadmans Mezzanine inset cleat (121) is a new inset cleat connection for the mezzanine floor range of beams.

Bolted gusset (11), Tube gusset (20): Previously, the weld between the gusset and the base plate was not created at all in some cases. This issue has now been fixed.

Cast-in plate (1069): Previously, the tab plate material was not applied correctly. This issue has now been fixed.

Gusset+ T: The stiffener chamfer is now created to the web of the main part.

Circular base plate (1052): Previously, anchors were created with incorrect placement and they clashed with the base plate when grout had been created. This issue has now been fixed.

Tensioner (7): Previously, the component did not work correctly for one secondary part. This issue has now been fixed.
 

Two sided clip angle (143): Previously, the vertical position of bolts was affected by the notch cuts in the secondary parts. This issue has now been fixed.

Generation of purlins (50): Previously, connections were not created on both sides of the last roof beam. This issue has now been fixed.

Shear plate simple (35): Previously, the assembly position and start number were incorrectly applied for the shear tab. This issue has now been fixed.

Seating (39): Previously, only one pair of stiffeners was created for some of the main part profiles. This issue has been fixed, and two pairs of stiffeners are now created.

Joining plates (14): Previously, when the angle between the main and secondary part was small, the component did not work correctly. This issue has now been fixed.

Clip angle (141): Previously, the vertical position of bolts was affected by the notch cuts in the secondary part. This issue has now been fixed.

Stiffened end plate (27): On the Parts tab, you can now select whether the front plate is moved in column to beam connections.

U.S. Base plate (1047): Previously, the cuts to create finger shim plates were not positioned correctly. This issue has now been fixed.

Base plate (1042): Previously, the component was not rotated when you changed the Up direction on the General tab. This issue has now been fixed.

Organizer object group (.OrgObjGrp) files can now be read from the subfolders of firm or project folders in the Organizer category properties dialog box.

Base points: Previously, base points with empty name were sometimes saved. This has now been fixed.

IFC2x3 export: Due to some invalid fittings, the IFC2x3 export behaved incorrectly when trying to apply these fittings in a certain base point use case. Now invalid fittings are ignored in the IFC2x3 export.

Radial grids in the exported .tekla reference models were sometimes incorrect. This issue has now been fixed.

Point clouds: The point cloud location was not modified and saved correctly in a specific use case, which has now been fixed.

IFC4 export: With the Export flat wide beams as plates setting, plates were sometimes exported to wrong location. This issue has now been fixed.

Template Editor: Previously, if the value field was center-aligned and you changed the length of the field, the center point of the value field moved. Also, if the value field was right-aligned and the length was changed, the value field position did not work correctly. This issue has now been fixed.

Template Editor: Sometimes automatic line wrapping caused value fields with multiple lines to not show the cut value indicator "***". This issue has now been fixed.

Template Editor: When you panned the template work area with the mouse, the selection handles were drawn with the background color and the handles were invisible. This issue has now been fixed.

Template Editor: Copying and pasting a text object that has the '$' character as its only content fails. This issue has now been fixed.

Tekla Structures stopped responding when a template tried to output a single row that was defined to use columns that started from bottom left or bottom right. This issue has now been fixed.

View-specific dimensioning: The drawing dimensioning method Filter did not work correctly in skewed cases when dimensioning custom components as secondary objects. This issue has now been fixed.

View-specific dimensioning: When the dimensioning method Filter was used for skewed edges and the cast unit consisted of several parts, the dimension start and end points were not always placed correctly. This issue has now been fixed.

Adding an associative note for the selected part did not work correctly if you picked the leader line positions outside the drawing view. This issue has now been fixed.

Drawing context menu: Now the context menu in drawing mode is updated and shown correctly when you click the model view while editing a drawing and then return to back to the drawing. Earlier, the context menu was empty in this case.

Earlier, in neighbor parts with bolt holes, circular holes could get a slotted hole mark. This issue has now been fixed.

Earlier, when inserting or modifying marks with the advanced option XS_ENABLE_REBAR_MARK​_LEADER_​LINE_BASE_​​POINT​_OPTIMIZATION set to TRUE, the base point optimization was also done for other types of marks than rebar marks. This issue has now been fixed.  

Earlier, when you moved drawing views to another drawing, and one or several text objects were also selected, Tekla Structures stopped responding. This issue has now been fixed.

Now, in Tekla Model Sharing, drawing files are restored if the .dg files have been accidentally deleted. Deleted drawings are copied to the ModelSharing\BackUpEnv folder and are checked against to the drawings on the Drawing list. The .dg files are read automatically from the BackUpEnv folder when another user reads in the packet that has been written out after the drawing deletion.

Previously, reading in the sharing changes was sometimes extremely slow if the model contained a large number of custom components that had been duplicated from plugin components with an identical name. A warning dialog box was shown, and you had to click the OK button multiple times on the dialog box to pass the warnings and being able to continue.

Now, the components are no longer automatically updated when you read in. This results in faster performance and fewer false modification conflicts, and no warnings are shown. 

Now, when multiple bent plate or lofted plate parts in a component are updated, the corresponding existing object is identified more reliably. 

Previously, if multiple parts were selected and one of the parts had a parametric profile, the profile was shown as invalid in the property pane. This now has been fixed.

Previously, in some rare cases, when assemblies with and without bolt holes were compared, Tekla Structures might have stopped working unexpectedly. This has now been fixed.

Solid errors occurring with certain sandwich walls have now been fixed.

Previously, the width and height of parts with sketched profiles was sometimes incorrectly calculated with the reference function fp. This has now been fixed.

Previously, when modeling and then inquiring negative hole tolerances, the HOLE_TOLERANCE template attribute returned 0 instead of the actual value. This issue has now been fixed.

If you used the Create shape from geometry command from the context menu, then selected a bolt and pressed Enter, Tekla Structures tried to apply the Create shape from geometry command on the bolt, and then unexpectedly stopped working. This issue has now been fixed.

Earlier, when performing operations that required unfolding of lofted plates consisting of several close to parallel polygon sections, for example, inquiry or export to IFC4, there was an application error in Tekla Structures. This issue has now been fixed.

Previously, an empty cross section for weld preparation could cause Tekla Structures to stop working unexpectedly. This has now been fixed.

Previously, in some rare situations, Tekla Structures might have stopped working unexpectedly when pressing F1. This has now been fixed.

Previously, when a formula or equation for a sub-object was removed in Custom component browser, it became visible again after clicking Refresh. This has now been fixed.

In some rare cases, when using a negative cut length for bolts, the placement of bolts did not affect numbering. This issue has now been fixed.

Identical, irregularly spaced reinforcement meshes with cross bars on opposite sides will no longer receive the same position number.

Export ELiPLAN file (68): Element corner cuts created by line cuts in the model are now exported with a dedicated type code to the ELiPLAN file.

Export ELiPLAN file (68): Now height is also exported for user-defined profiles.

Export ELiPLAN file (68): The export of complex walls created by multiple concrete parts has been improved.

Export ELiPLAN file (68): Previously, the export of elements with complex geometry did not work correctly. This issue has now been fixed.