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For technical information: View the Tekla Structural Designer release notes; View the Tekla Structural Designer system requirements Tekla Structural Designer Tekla Structural Designer delivers new features and enhancements focused on A&D workflow productivity: For example foundation design is now more efficient, and there are comprehensive . 74 rows · Release Notes – Tekla Structures SP3 Filters Development area – Any – . Nov 28,  · Trimbe Tekla Structures SP3 with Environments and Addons. Tekla Structures Crack is a powerful tool for the analysis and design of buildings, created for design engineers working in the field of design of commercial construction projects. Tekla Structures Free Download has also got an organizer, task manager as well as.
 
 

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In Embedded anchors 8 , when the Assembly without steel parts option is selected on the Placement tab, the component now correctly scans the assembly without steel parts. In Wall plate 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.

Earlier, the openings were always avoided, in other words, seams were never created at openings no matter which one of the options was selected. In Corbels and recesses 82 , the Position in plane offsets are now correctly applied when creating corbels in the start or end plane of the part. In Floor layout , the actual width of the last slab plate 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. This only happened when the default gap between the slabs was not zero 0 mm. This has now been fixed.

Wall plate 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 Lifting anchor 80 , the lifting anchor is now attached to the correct concrete part. In Mesh reinforcement 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.

Previously, when the bars were spliced the group type was always set to tapered. Rebar end trimming has been changed so that now it is possible to modify the end covers of rebars that have end anchors created with Rebar end anchor. The Rebar end trimming dialog box now has two tabs: Rebar coupler and Rebar end anchor. On the new Rebar end anchor tab, you can define the end cover thickness and anchor offset gap any space between two objects The term gap is used in its general sense in Tekla Structures.

By selecting Yes in the Get free gap from auto attribute file option, you can control the anchor offset with the attribute tables. Give the bar size specific values at each row. If the anchor offset is not defined, the default value is the same as the anchor offset defined in the Rebar end anchor component. In Tube crossing 22 and Corner tube gusset component object that represents a plate that connects braces to a beam, column, or base plate 56 , the double connection plates are now correctly positioned when defining the size of the slot cut in the brace.

In Multiple stiffeners , the part name of the left and the right stiffener component 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. In Full depth S , when 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. In Tube crossing 22 , it is now possible to set the Finish property for all parts.

In Bolted gusset component object that represents a plate that connects braces to a beam, column, or base plate 11 , it is now possible to set the bolting direction of Gusset bolts , Brace bolts , and Angle bolts.

In New notch cut in one component object or input part for receiving another component object or input part 49 , it is now possible to define separate values for the top and bottom flange, and the web chamfers.

In Column with stiffeners W , Column with stiffeners , Column with stiffeners S and Column with stiffeners , the assembly prefix and start number first number of a numbering series are now correctly applied when connecting to the column flange. In LProf base detail , it is now possible to define the bolting direction.

In Wraparound gusset component object that represents a plate that connects braces to a beam, column, or base plate cross 60 , the bolt length increase is now correctly applied on Gusset conn 1 bolts and Gusset conn 2 bolts.

In Railings S77 , the distance that sets the position of the bend end closure of middle rails can now be set to 0. Base plate component 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.

Tapered beam to tapered beam now ignores welded parts that are not longer than half the length of 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. In Metsec Mezzanine floor ties 38 , a hole small 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.

In Clip angle component object that represents a right angle that is made of a standard L-shaped profile and that connects parts , slotted holes are now correctly applied on the secondary bolts when using a wrapped angle connection.

In Portal bracing , it is now possible to set the name of the gusset component object that represents a plate that connects braces to a beam, column, or base plate , and also, it is now possible to set slotted holes, bolt assembly set of bolt elements that consists of a bolt, a stud, or a screw, and possibly the related washers and nuts and bolt length increase for Bolts In Full depth S , chamfers are now correctly applied on 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.

In Two sided clip angle component object that represents a right angle that is made of a standard L-shaped profile and that connects parts , a double set of bolts is no longer created when using C profiles as secondary parts. In Wraparound gusset component object that represents a plate that connects braces to a beam, column, or base plate 58 , the bolt assembly set of bolt elements that consists of a bolt, a stud, or a screw, and possibly the related washers and nuts option on the Gusset bolts 1 tab and Gusset conn 2 tab now works correctly.

In Haunch component object that represents a wedge-like structure that strengthens a beam at its end 40 , web extra plates are now always positioned on 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.

In Bolted gusset component object that represents a plate that connects braces to a beam, column, or base plate 11 , it is now possible to delete bolts on the Brace bolts 1 – 3 tabs. In HSS Brace special 67 , it is now possible to create a round slot cut in the brace.

In HSS Brace special 66 , it is now possible to create a round slot cut in the brace. In Corner bolted gusset component object that represents a plate that connects braces to a beam, column, or base plate 57 , the gap any space between two objects The term gap is used in its general sense in Tekla Structures. Tekla Structures grid modeling 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.

Model can be exported into an IFC file. SketchUp export no longer crashes when you export 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.

Sometimes there was an application part of Tekla Structures functionality that is developed in order to extend the capability of Tekla Structures but that is not included in the Tekla Structures installation error while exporting drawings to DWG. IFC4 export now exports cuts and openings when you select the export type Reference view. In Unitechnik Export 79 , you can now export spacer type information by using the new option Spacer type on the Reinforcement tab.

In Unitechnik Export 79 , when you export meshes by using the setting Turned to pallet , the meshes are now exported so that the longest bars are parallel to pallet X axis. In Unitechnik export 79 , you can now set the rotation of the meshes to pallet to correct the geometry in the export file by using the option Export meshes as: Turned to pallet on the Reinforcement tab.

The pop-up menu now shows all the necessary commands in the drawing mode mode that is used for editing the appearance and content of drawings Tekla Structures switches to the drawing mode when the user opens any drawing.

Earlier, drawing section view drawing view that shows a selected area as a cross section A section view can be created of the parts in a drawing view.

A section view can be created manually or automatically. This has now been fixed and section view handles appear on top of the part hatch.

The command Adjust location adjusts the location of the tapered curved rebars correctly also when input handle points are not at the same direction. In some drawings, the part extremas of unwrapped parts were not recalculated correctly when drawings were recreated.

When you had selected all handles of a polyline, and then moved the polyline by using the Move command on the pop-up menu, the shape of the polyline sometimes changed. Users can now correctly snap to curved geometries of pour objects when shown in a general arrangement drawing drawing that is created from one or more model views and that shows information needed to understand the general arrangement of structural elements on a project General arrangement drawings show how parts, assemblies, cast units, or pour objects are located in a building.

Cover-up polygon and polyline previously showed contextual toolbar floating toolbar that contains commands for modifying the most common object properties The user can customize the contextual toolbar. In drawing dimensioning, not closing the dimension line line that visualizes the distance between the defined dimension points Separate dimensions can be combined into a longer dimension line.

It was possible for the PDF filenames to include invalid file name characters, which prevented them from printing. The numbering process 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.

Meshes with different crossbar locations receive different numbers. Previously, there was a problem that prevented some models from opening. It is now possible to view and modify 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. Previously, opening a view in a model that contained 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.

In some cases, when moving objects, the welds stayed in their original location. Previously, saving a multi-user model model that is used for collaboration and that is opened in multi-user mode sometimes added model revision comments and codes from an older save instead of the ones the user had just added. It is now possible to use bent plates in model view view that is represented in the modeling mode Model view is available also in the drawing mode and it is represented in its own window.

When mirrored, the direction of single leg rebar groups is now reversed to prevent the cover offset from being reversed after modification. The following load combination 1 set of load groups multiplied by their partial safety factors that is created in the load combination process 1 Each load combination represents a loading situation to be checked according to the design code. Previously, when you changed the custom component component that the user creates and uses for creating model objects whose composition the user can modify as a group surface thickness in custom component properties, the change was not shown in the surface object model object that is created on the face of a part or a pour object Surface can be used to calculate surface areas, such as formwork areas.

Editing a part cut cut that is defined by a cutting part ‘s profile did not update the part cuts with that profile. Right-clicking the component properties in the Custom component component that the user creates and uses for creating model objects whose composition the user can modify as a group browser now opens the context menu.

If you had the Select objects in components switch active, and you tried to hide single reference model model 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. Setting the visibility of parts in the pour view view that displays cast-in-place concrete parts merged into pour objects The cast-in-place concrete parts are merged into one pour object if they have the same material grade and if they touch each other.

Previously, pour objects were still visible even if you selected not to show parts. Skip to main content. Defect number Development area Description Concrete components In Embedded anchors 8 , when the Assembly without steel parts option is selected on the Placement tab, the component now correctly scans the assembly without steel parts.

TTSD Import, export, interoperability Sometimes there was an application part of Tekla Structures functionality that is developed in order to extend the capability of Tekla Structures but that is not included in the Tekla Structures installation error while exporting drawings to DWG.

TTSD Drawings When you had selected all handles of a polyline, and then moved the polyline by using the Move command on the pop-up menu, the shape of the polyline sometimes changed. TTSD Drawings Users can now correctly snap to curved geometries of pour objects when shown in a general arrangement drawing drawing that is created from one or more model views and that shows information needed to understand the general arrangement of structural elements on a project General arrangement drawings show how parts, assemblies, cast units, or pour objects are located in a building.

TTSD Drawings Cover-up polygon and polyline previously showed contextual toolbar floating toolbar that contains commands for modifying the most common object properties The user can customize the contextual toolbar. TTSD, Reinforcement The numbering process 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.

TTSD Modeling It is now possible to view and modify 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. TTSD Modeling Previously, opening a view in a model that contained 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.

TTSD Modeling Previously, saving a multi-user model model that is used for collaboration and that is opened in multi-user mode sometimes added model revision comments and codes from an older save instead of the ones the user had just added. TTSD Modeling It is now possible to use bent plates in model view view that is represented in the modeling mode Model view is available also in the drawing mode and it is represented in its own window. TTSD Analysis and design The following load combination 1 set of load groups multiplied by their partial safety factors that is created in the load combination process 1 Each load combination represents a loading situation to be checked according to the design code.

When creating a new analysis model structural 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.