Release Notes - Tekla Structures 2018 SP5
Defect number | Development area | Description |
---|---|---|
TSAC-1022 | Concrete components |
In Double wallplate that represents a structure such as a wall or roof panel |
TSAC-2587 | Steel components |
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 |
TSAC-2563 | Steel components |
In Brace corner tubes & Pl (44), parts no longer get new a ID when modifying the component. |
TSAC-2522 | Steel components |
In Cage ladder (S60), the parts welded to the ladder no longer lose welds when the component is modified. |
TSAC-2456 | Steel components |
In Haunchcomponent object that represents a wedge-like structure that strengthens a beam at its end |
TSAC-2452 | Steel components |
In Rebar holesmall hollow open throughout a part or assembly that is usually used for fastening parts with bolts or other such objects |
TSAC-2419 | Steel components |
In Wraparound gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
TSAC-2418 | Steel components |
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 |
TSAC-2399 | Steel components |
In Tube gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
TSAC-2393 | Steel components |
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 |
TSAC-2386 | Steel components |
In Bolted moment connection (134), slotted holes for the lower flange platecomponent object that represents a plate that connects the flanges of a beam to a column |
TSAC-2377 | Steel components |
In Tube gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
TSAC-2310 | Steel components |
In Welded beam column (31), 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 |
TSAC-2309 | Steel components |
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 |
TSAC-2230 | Steel components |
In Clip anglecomponent object that represents a right angle that is made of a standard L-shaped profile and that connects parts |
TSAC-2199 | Steel components |
In Full depth S (185), you can now define the tab plate(1) part that represents a flat structure |
TSAC-1540 | Steel components |
In Column with stiffeners W (182), the stiffenercomponent object that represents a structure that strengthens a steel beam or column |
TSAC-1459 | Steel components |
In Shear plate(1) part that represents a flat structure |
TSAC-946 | Steel components |
In Welded beam to beam (123), the bottom flange notchcut in one component object or input part for receiving another component object or input part |
TSAC-796 | Steel components |
In Bent plate(1) part that is created from contour plates, or beams whose profile is a plate |
TTSD-19633 | Organizer |
In Organizertool that is used for categorizing and managing model information, object properties and object property queries, and model object classification |
TTSD-23063 | Import, export, interoperability |
The IFCfile format commonly used in BIM that facilitates software interoperability |
TTSD-22194 | Import, export, interoperability |
DWG drawing export: DWG export file name does not have revision info added if the revision info is not present in the format string. |
TTSD-21996 | Import, export, interoperability |
Double-clicking the reference modelmodel which the designer can use as an aid when building another model |
TTSD-20772 | Import, export, interoperability |
In IFCfile format commonly used in BIM that facilitates software interoperability |
TTSD-20216 | Import, export, interoperability |
With the IFC2x3 export using the Coordination and Steel Fabrication model viewview that is represented in the modeling mode |
TTSD-15992 | Import, export, interoperability |
In DWG export, there is now a new check to see if files can be written to before the export starts. You are also prompted to close the files. If an exported file already exists, a dialog box is displayed asking if you want to overwrite the existing files. |
TTSD-14041 | Import, export, interoperability |
Point cloudgroup of measured points that are imported to Tekla Structures as one unit |
TTSD-21637 | Templates and reports |
Radius symbols in rebar pull-outsmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar |
TTSD-20722 | Templates and reports |
Support for showing numbers greater than 2^31 was added. |
TTSD-23449 | Drawings |
There were problems opening a drawing containing failing bolt solids. This has now been fixed and drawings can be opened even if there is a failing bolt solid. |
TTSD-23252 | Drawings |
Slanted symbols are now correctly printed and exported |
TTSD-22391 | Drawings |
Rebar sets in drawings were not working correctly if drawings were cloned. This has now been fixed. |
TTSD-22365 | Drawings |
Sub-assemblyassembly in a nested assembly that is subordinate to a parent assembly |
TTSD-22317 | Drawings |
Sometimes in a drawing with a custom template and small section views, all surface treatments were not properly drawn in all of the views. This has now been fixed. |
TTSD-22227 | Drawings |
Non-solid items are now shown correctly in drawings also when they are clipped with the view restriction box. |
TTSD-21616 | Drawings |
Slanted symbols are now correctly printed and exported. |
TTSD-21541 | Drawings |
The Arrange marks and Align marks commands did not use correct information in Undo history. This has now been fixed. |
TTSD-21540 | Drawings |
Some drawing commands did not use correct info in Undo history. This has now been fixed. |
TTSD-21305 | Drawings |
The Flip outside dimension setting in dimension properties produced incorrect info to Undo history. This has now been fixed. |
TTSD-19286 | Drawings |
An error could occur when double-clicking reinforcement drawing tools in the Applications & components cataloguser interface for displaying or modifying information in categorized lists |
TTSD-18368 | Drawings |
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 |
TTSD-17876 | Drawings |
Removing dimension points from curved dimension could corrupt the whole dimension. This has now been fixed. |
TTSD-14607 | Drawings |
The new printing incorrectly displayed a watermark in drawings with the Educational stamp. This has now been fixed. |
TSAC-2621 | Drawings |
Rebar pull-out picturesmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar |
TSAC-2597 | Drawings |
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. |
TSAC-2596 | Drawings |
Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths |
TSAC-2400 | Drawings |
Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths |
TSAC-2375 | Drawings |
Pattern line editortool in Tekla Structures that is used for creating and modifying pattern lines |
TSAC-2333 | Drawings |
In dimensioning rule properties, the Dimension to setting for vertical dimensions is now read correctly from rule file. |
TSAC-2319 | Drawings |
Rebar groupgroup of reinforcing bars that are side by side and have identical properties, except the possible variation in bar lengths |
TSAC-2104 | Drawings |
Rebar pull-out picturesmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar |
TSAC-1180 | Drawings |
Draw rebar pull-outs: Fixed a problem that in some cases pull-outsmall graphic in a reinforcement mark, table, or report template that shows the shape and dimensions of a reinforcing bar |
TTSD-20112 | System and options |
Tekla Structures no longer crashes when trying to select a material if the |
TTSD-23046 | Tekla Model Sharing |
Previously, if Tekla Structures crashed or if the Tekla Structures process was somehow forced to exit during write out, this could result in missing drawing files. This has now been fixed. |
TTSD-22652 | Tekla Model Sharing |
In Tekla Model Sharingcloud service for collaboration and for storing and sharing a model |
TTSD-22212 | Tekla Model Sharing |
In Tekla Model Sharingcloud service for collaboration and for storing and sharing a model |
TTSD-21567 | Tekla Model Sharing |
In Tekla Model Sharingcloud service for collaboration and for storing and sharing a model |
TTSD-22045 | Reinforcement |
In some cases, rebar segment lengths were reported with slight inaccuracy. This has now been improved. |
TTSD-22524 | Modeling |
Previously, when the Ortho tool was active, the snapping distances were incorrectly rounded. This has now been fixed. |
TTSD-21481 | Modeling |
Previously, selecting two bolts and right-clicking caused Tekla Structures to crash. This happened when the first part you had selected was a cast-in-place part. This has now been fixed. |
TTSD-17887 | Modeling |
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 first two commands have a dialog box where you confirm the command. This is because you cannot undo the commands. |
TTSD-17047 | Modeling |
The silhouette edges are drawn correctly again for high accuracy hollow profiles when |
TTSD-22656 | Analysis and design |
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 |
TTSD-22080 | Analysis and design |
In a Tekla Model Sharing modelmodel used for collaboration over the Tekla Model Sharing service |
TSAC-2485 | Core |
The Dimensioning Rule Properties dialog box had many texts that were not translated but showed the string ID albl_... This has now been fixed. |
TTSD-23434 | Tools and components |
In Tekla Model Sharingcloud service for collaboration and for storing and sharing a model |
TTSD-12860 | Tools and components |
The contextual toolbarfloating toolbar that contains commands for modifying the most common object properties |
TSAC-2602 | Tools and components |
Design points imported from a point file did not have a correct shape according to the shape which was set in the Settings dialog box in Layout managertool that is used to import and export layout data between Tekla Structures and field layout devices |
TSAC-2268 | Tools and components |
In Rebar shape managertool that is used for customizing the bending shapes of reinforcing bars |
TSAC-1710 | Tools and components |
Rebar Coupler and Anchor Tools: Previously, the assembly structure was broken when a coupler was created as a custom partcomponent for creating a part that cannot be created by using any existing part command or part profile |
TTSD-22146 | Numbering |
Tekla Structures no longer crashes when renumbering objects. |
TTSD-22618 | User interface |
Previously, if you used ft (decimal) length units and selected a bolt groupgroup of bolts that forms a connecting building object between an assembly main part and secondary parts |
TTSD-21806 | User interface |
Previously, when you clicked a selection or snap switchswitch used for controlling what kind of points Tekla Structures snaps to |
TTSD-13217 | User interface |
When copying properties in the property panecontrol element in Tekla Structures user interface in the form of a side pane window |
TSAC-2690 | Import, export, interoperability (concrete) |
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 |
TSAC-2644 | Import, export, interoperability (concrete) |
Export Unitechnik (79): The embedbuilding object that represents an object that is to be cast into a concrete structure and that is used to connect structures or as an aid when constructing a structure |
TSAC-2614 | Import, export, interoperability (concrete) |
Export Unitechnik (79): Reinforcing bars exported as embeds now have the bendings exported with correct projected geometry. |
TSAC-2612 | Import, export, interoperability (concrete) |
Export Unitechnik (79): It is now possible to export exposition classpart property that groups parts according to identifiers given by the user |
TSAC-2610 | Import, export, interoperability (concrete) |
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. |
TSAC-2514 | Import, export, interoperability (concrete) |
Export EliPlan file (68): Cuts created at diagonally cut slabs no longer affect the calculation of L1 and L2 values. |
TSAC-2450 | Import, export, interoperability (concrete) |
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 |
TSAC-2446 | Import, export, interoperability (concrete) |
BVBS Export: When multiple segments of rebar are in 0-degree bendings then is exported as the continuous straight section. |
TSAC-2390 | Import, export, interoperability (concrete) |
Export Unitechnik (79): Production thicknesses of double wallplate that represents a structure such as a wall or roof panel |
TSAC-2337 | Import, export, interoperability (concrete) |
BVBS Export: Now the exported circular and spiral rebars get the arc inner radius instead of the center-line radius. |
TSAC-2277 | Import, export, interoperability (concrete) |
Export Unitechnik (79): You can now export the means of transportation information using the new option option Transport type on the SLABDATE block data specification tab. |