In Bolted moment connection (134), Column with stiffeners W (182) and Column with stiffeners (188), the doubler platecomponent object that represents a structure that strengthens a steel beam web or steel column web by thickening it

cut for avoiding a clash with 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.

is now created correctly.

In Cage ladder (S60), the parts welded to the ladder no longer lose welds when the component is modified.

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.

, when Rounding type on the Parameters tab is set to Round by table and Hole type on the Advanced tab is set to Part cutcut that is defined by a cutting part

or Bolt hole + part cut, if the maximum rebar diameter value in the table is smaller than the rebar diameter defined in the rebar properties, Tekla Structures displayes a warning message: Rebar diameter from table is smaller than the rebar diameter from model.

In Turnbuckle connection (126), the main and 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.

are now correctly fitted regardless their selection order.

Column with stiffeners S (187) now scans 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.

geometry without cuts created outside the component.

In Tube gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate

(20) and Hollow brace wraparound gusset (59), the slotted 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.

properties on the bracing side are now applied correctly.

In Welded column with stiffeners (128), you can now turn on or off the weld preparationcut that is made on the part edge in order to enable a more complete weld penetration which provides a stronger joint

creation in the welds dialog box.

In Full depth S (185), you can now define the tab 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.

end cut on the Plates tab.

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.

tube column (189), the plate chamfer size now correctly follows the value defined in the component dialog box.

In 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

(151), the distances of bolts from the edge of the 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.

are now correctly applied.

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.

object conversion did not handle or convert round cuts for 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.

. This has now been fixed.

Double-clicking the 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.

group did not open the Group name dialog box. This has now been fixed.

With the IFC2x3 export using the Coordination  and Steel Fabrication 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.

definition, the beams and columns that have a fittingadjustment of a part end

plane at both ends are shorter than in the model. The error does not occur when line cuts are used instead or only one fitting is used.  This has now been fixed.

Point cloudgroup of measured points that are imported to Tekla Structures as one unit

Point clouds can be placed by the model origin or by a defined base point.

density issue with scaled point clouds has been fixed.

Support for showing numbers greater than 2^31 was added.

Slanted symbols are now correctly printed and exported

Sub-assemblyassembly in a nested assembly that is subordinate to a parent assembly

welds in GA drawings now follow the same setting as the main assembly welds. There is no separate option to control sub-assembly welds in GA drawings.

Non-solid items are now shown correctly in drawings also when they are clipped with the view restriction box.

The Arrange marks and Align marks commands did not use correct information in Undo history. This has now been fixed.

The Flip outside dimension setting in dimension properties produced incorrect info to Undo history. This has now been fixed.

Rebars of strirrup arc types now have correct length in pull-outsmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar

pictures.

The new printing incorrectly displayed a watermark in drawings with the Educational stamp. This has now been fixed.

The dimensions arrows were positioned incorrectly when you were using the setting Visibility of reinforcing bars in group with the option two bars in the middle of group. This has now been fixed.

Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths

dimensioning: The order of mark content elements is now correct in all use cases. The fix also applies to extra marks.

In dimensioning rule properties, the Dimension to setting for vertical dimensions is now read correctly from rule file.

Rebar pull-out picturesmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar

and marking: Rebar pull-outsmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar

pictures dimension text placement has been improved. Previously dimensions were switched, this has now been fixed.

Tekla Structures no longer crashes when trying to select a material if the matdb.bin file is missing from the currently used environment folder.

In Tekla Model Sharingcloud service for collaboration and for storing and sharing a model

Tekla Model Sharing is one of the Tekla Online services.

, read in performance has been improved.

In Tekla Model Sharingcloud service for collaboration and for storing and sharing a model

Tekla Model Sharing is one of the Tekla Online services.

, profiles with a .clb file as a subtype were not previously shared correctly. This has now been fixed.

Previously, when the Ortho tool was active, the snapping distances were incorrectly rounded. This has now been fixed.

If you need to reset pour unitentity that combines together a pour object and the other building objects that need to be in place before cast-in-place concrete can be poured

The needed building objects can be reinforcement and embeds, for example.

contents and relations defined using the Calculate pour units command and/or the Add to pour unit command, you can now use the following commands in Quick Launchtool that is used for quickly finding commands, dialog boxes, and other functions in Tekla Structures

For example, local content in Tekla Warehouse can be found using quick launch.

:

• Reset all pour unit relations
• Reset all manually assigned pour unit relations
• Reset all pour unit relations except manual assignments

The first two commands have a dialog box where you confirm the command. This is because you cannot undo the commands.

Previously, when a user had created an analysis modelstructural model that is created from a physical model and used on the one hand for analyzing structural behavior and load bearing, and on the other hand for design

Analysis model can be viewed in Tekla Structures in a model view.

Analysis model that is made with Tekla Structures can be worked on in other analysis and design software or application.

in a multi-user modelmodel that is used for collaboration and that is opened in multi-user mode

and another user saved the model, this new analysis model was not visible for either user in the Analysis & Design Model dialog box. This has now been fixed.

The Dimensioning Rule Properties dialog box had many texts that were not translated but showed the string ID albl_... This has now been fixed.

The contextual toolbarfloating toolbar that contains commands for modifying the most common object properties

The user can customize the contextual toolbar.

profiles are now fetched from external environment firm folders along with the users' local profile folder. These external profiles can be loaded in, but any changes will still be saved in the users' local folder as new profiles.

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.

, it was not possible to include any of the ‘Leg to leg’ (D1:2), ‘Along leg’ (K3:1) nor ‘Off from leg’ (H3:1) distances in a rule formularule stated in a mathematical language

Formula is part of an equation.

. The formula value was not correctly evaluated and thus the rule result was never true and the OK button was not enabled. This has now been fixed.

Tekla Structures no longer crashes when renumbering objects.

Previously, when you clicked a selection or snap switchswitch used for controlling what kind of points Tekla Structures snaps to

The user needs to activate snap switches to be able to pick different points, for example, line ends and intersections.

Snap switches help the user to pick points in order to position model objects precisely without having to know the coordinates or create additional lines or points.

button, and then clicked another selection or snap switch button, the button you had clicked first also stayed selected for some time. This happened when a firm or project folderfolder that is used for storing Tekla Structures-related files customized for a particular project

was mapped to a network drive and the network connection was slow. Now this has been fixed.

Export Unitechnik (79): Data is now read correctly from the Unitechnik Mountpart tab in the 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.

properties for steel parts.

Export Unitechnik (79): Reinforcing bars exported as embeds now have the bendings exported with correct projected geometry.

Export Unitechnik (79): Production thickness export for double walls has been changed. With the option Cast unit width the cast unit thickness is exported for both shells.

BVBS Export: The user-defined bending roll diameter can now be controlled with the BVBS_BENDING_ROLL 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.

.

Export Unitechnik (79): Production thicknesses of 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.

shells are now calculated so that the 1st shell thickness reports sub-assemblyassembly in a nested assembly that is subordinate to a parent assembly

thickness including braced girders, and the 2nd shell reports complete cast unit thickness regardless of the chosen dialog box option.  This is to ensure that the production thickness values comply with the curing chamber slot maximum height.