2018i SP1: New features and improvements
2018i
Tekla Structures
Fixes
Defect number | Development area | Description |
---|---|---|
TSAC-1615 | Concrete components | Wall layout T connector now applies straight ends to parts both in the main and in the secondary wall layouts. Previously, only the end of the shorter part, depending on the properties, was made straight. |
TSAC-1629 | Concrete components | Wall layout has been modified so that the Geometry detailing strip at the top/bottom is extended by default by the extreme of the part edges. |
TSAC-1749 | Concrete components | In Mesh bars and Mesh bars by area, when you set the secondary bars to Same as primary and the bar type to Mesh on the Picture tab, the Spacing and Number of bars settings are now correctly dimmed. |
TSAC-1754 | Concrete components | In Mesh bars, line cuts now work correctly when the Cut bars setting on the Detailing tab is set to Yes, but ignore cuts by name. |
TSAC-1878 | Concrete components | In Braced girder (88) and Braced girder (89), the positions in plane and in depth are now correctly applied when creating the braced girder as a profile. |
TSAC-1932 | Concrete components | In Corbels and recesses (82), the Position in plane offset is now correctly applied for the Middle position. |
TSAC-2107 | Concrete components | In Reinforcement mesh array in area (89), you can now define the polygon generation start point index. |
TSAC-2125 | Concrete components | In Wall layout, layer properties are now loaded correctly. Previously, the properties were only loaded for the first layer when you opened the Wall layout dialog box of an existing wall layout, or clicked the Load button when opening the Wall layout dialog box for the first time. |
TSAC-2134 | Concrete components | Lifting anchor (80) now works correctly for elements created from concrete and miscellaneous materials. |
TSAC-647 | Concrete components | In Mesh bars by area, dragging a polygon edge no longer takes its boundary out of the plane. |
TSAC-1489 | Steel components | In Two sided clip angle (143), web clearance with the weld gap option on the Parts tab now works correctly. |
TSAC-1535 | Steel components | In Welded tee (32), you can now define the assembly position number and the Finish property on the Parts tab. |
TSAC-1718 | Steel components | In Two side clip angle (33), the distance of the secondary bolts from the edge of the clip angle is now correctly applied. |
TSAC-1809 | Steel components | In Two sided clip angle (143), it is now possible to sort the secondary parts by their profile height. When set to Yes, the highest secondary part is always regarded as the first secondary part, regardless of the selection order. The selection order of secondary parts no longer affects the copying of secondary parts. |
TSAC-1814 | Steel components | In Hollow brace wraparound gusset (59), you can now define the width of the tongue plate. |
TSAC-1823 | Steel components | In Offshore (194), it is now possible to define the gap distance for haunched beam flanges. |
TSAC-1828 | Steel components | HSS Brace special (66) now has the Design type tab. |
TSAC-1829 | Steel components | In Splice connection (77), you can now change the weld access hole shape on the Weld prep tab. You can now define weld types for secondary part. |
TSAC-1839 | Steel components | In Welded beam to beam (123), you can now define the weld access hole offset on the Chamfers tab. |
TSAC-1864 | Steel components | In U.S. Seat connection 3 (74), the seat profile stiffeners are now created correctly regardless of the selection order of the secondary parts. |
TSAC-1898 | Steel components | In Fitting (13), notch cuts are no longer created when the main part is a plate. |
TSAC-1902 | Steel components | In Column with stiffeners (186) and Column with stiffeners S (187), the issue with the weld missing from between the stiffener and the main part has been fixed. |
TSAC-1905 | Steel components | In Clip angle (116), you can now define the cut length of bolts on the Bolts tab. |
TSAC-1959 | Steel components | (70) Rail connection: It is now possible to define bolt assemblies on the SBolts tab. |
TSAC-1961 | Steel components | Stiffened base plate (1014): on the Parts tab, the Class option has been added for Plate, Web plates, Flange plates and Leveling plate. The Finish option has been added for Plate, Web plates, Flange plates, Leveling plate, Fitting plates, Additional beam, Horizontal plates and L profiles. |
TSAC-1963 | Steel components | Tube crossing (22) now works correctly with negative brace notch distances. |
TSAC-1969 | Steel components | In Shear plate simple (146), you can now define the cut length of bolts on the Bolts tab. |
TSAC-1975 | Steel components | In Joist to beam, type 1 (160), you can now define a full depth stiffener. |
TSAC-1999 | Steel components | In Haunch (40), you can now define the bolt type on the Holes tab. |
TSAC-2018 | Steel components | In Tensioner brace and compression bar (13), the Side where the levels are calculated for parts options are now calculated properly for cut/fitted main parts. |
TSAC-2079 | Steel components | In Handrail 1 (74), the bolt assembly and bolt length increase settings on the Bolts tab now work correctly. |
TSAC-2111 | Steel components | In Stanchion side plate (83), you can now set the bolt spacing when creating a rectangular or a diamond plate. Also, the component now works correctly when the direction if set to auto. |
TSAC-2124 | Steel components | In Tube gusset (20), the end plates are now created correctly. |
TSAC-2133 | Steel components | In Tube crossing (22), the spacing between two connection plates now works correctly. |
TSAC-2159 | Steel components | In End plate (29), stiffener material is now correctly applied. |
TSAC-991 | Steel components | In Tube gusset (20), it is now possible to create a connection plate stiffener and define its chamfers on the Brace conn tab. |
TSAC-994 | Steel components | In Tube gusset (20), the weld number 2 now works better. |
TTSD-13621 | Steel components | When using Excel design with connections, if the .xls file is not found, the error message is no longer hidden behind other windows on the screen. |
TTSD-14141 | Organizer | Previously, Organizer synchronization sometimes failed with some rebar sets. This has now been fixed. |
TTSD-17116 | Organizer | Previously, an invalid assembly in the model could prevent Organizer from opening. This has now been fixed. |
TTSD-18471 | Organizer | Previously, if the original reference model file was deleted, the reference model objects were not added to Organizer categories. This has now been fixed. |
TTSD-18533 | Organizer | Previously, opening Organizer in models that included very large assemblies took a long time or was altogether impossible. This has now been fixed. |
TTSD-19256 | Organizer | In Organizer, the content of categories that have filters in the category rules is now updated correctly when synchronizing with the model. Previously, if you exploded a component in the model, the category content was not updated correctly. |
TTSD-14830 | Import, export, interoperability | Previously, the imported items in .xml or .tez format were stored under an old model folder if you used the Save as command. This has now been fixed. |
TTSD-16477 | Import, export, interoperability | The IFC object conversion has been improved. For example, the arc point calculation, chamfer combining, and the naming of the cut profiles were improved. |
TTSD-17389 | Import, export, interoperability | In IFC change detection, selecting from the changes list and from the model view has been improved. Previously, you could not select a deleted object and a newer inserted object. |
TTSD-17763 | Import, export, interoperability | In IFC object conversion, date now works when copying date type properties to UDAs that are defined as Date. In IFC object conversion settings, the type needs to be set as integer. |
TTSD-17891 | Import, export, interoperability | In IFC object conversion, rectangular arbitrary footprint walls are again converted as panels. |
TTSD-17998 | Import, export, interoperability | In DWG export, the exported block names now contain a drawing id. |
TTSD-18374 | Import, export, interoperability | Sometimes, multi-geometry IFC B-rep object conversion only converted one of the geometries. This has now been fixed. |
TTSD-18633 | Import, export, interoperability | When you removed a reference model version and did not click Modify, and then added a new version, the reference model version handling was broken. Now when you remove a version, you are asked if you want to set the model as current and save changes. |
TTSD-18689 | Import, export, interoperability | In IFC object conversion settings, the Primary profile mapping and Tolerance values were not always visible in the dialog box. This has now been fixed. |
TTSD-14409 | Templates and reports | TOP_ and BOTTOM_LEVEL_PROJECT/BASEPOINT template fields provided wrong values. This has now been fixed. |
129722, TTSD-2757 | Drawings | Manually changed section numbers did not work correctly in multidrawings. This has now been fixed. |
129779, TTSD-2816 | Drawings | Opening GA drawings is faster, because there are no longer log prints "current planes out of sync". |
TSAC-1247 | Drawings | Rebar group marking: On the Mark 3 tab you can now define how to rotate the mark text using the new setting Mark rotation. You can rotate the mark text horizontally, vertically or to the mark line direction (default). Image
|
TSAC-1313 | Drawings | In Rebar group dimensioning, the first and last rebar lines were missing. This has now been fixed. |
TSAC-1359, TSAC-1730 | Drawings | Rebar group dimensioning, Rebar pullout picture and marking, Rebar group marking: Rebar length output method Sum values A B C has been renamed to Sum of exact lengths. |
TSAC-1636 | Drawings | Draw rebar pull-outs: Prevented a crash when the rebar size contains non-numeric characters, such as "HA20". |
TSAC-1795 | Drawings | Pattern lines in a drawing are now updated automatically when you have modified the pattern line and reopen the drawing. |
TSAC-1980 | Drawings | Rebar group dimensioning: In one-bar groups, the CC value is now 0.0. |
TSAC-2108 | Drawings | Rebar pull-out picture and marking: Unit setting "cm m" on the Dimensions tab now works correctly. |
TSAC-2130 | Drawings | Rebar group dimensioning, Rebar group marking: More space between fields was added to prevent overlapping on 4K screens. The RebarGroupMarking plugin was also adapted for 4K screens. |
TSAC-2179 | Drawings | Rebar group dimensioning: The dimension line is now created correctly also in the case the rebar group bars are only partially visible in a drawing view. |
TSAC-749 | Drawings | Rebar pull-out picture and marking: The placement and accuracy of rebar segment lengths was improved. |
TSAC-768 | Drawings | Rebar pull-out picture and marking: Pull-out pictures of rebars containing a large number of vertex points are now created correctly. |
TSAC-853 | Drawings | Rebar pull-out picture and marking: The placement and accuracy of rebar segment lengths was improved. |
TSAC-980 | Drawings | Rebar group dimensioning: The static content of the mark placed in direction of the dimension line is now customizable. You can specify the content on the Extra marks in front or Extra marks behind tabs. The first type in the Annotation type list on the Parameters tab has changed. The mark behind the dimension line is no longer shown there. Also the image has changed. |
TTSD-10412 | Drawings | The advanced options XS_DRAWING_PLOT_FILE_NAME_M and XS_DRAWING_PLOT_FILE_NAME_W now work in accordance to other plot file name advanced options and Tekla User Assistance instructions. They used to be MODEL specific, now they are by default MODEL(ROLE) specific and you can change the type to SYSTEM(ROLE). |
TTSD-11588 | Drawings | Adding merged reinforcement marks to rebars that are detached from a cast unit now works better than previously. |
TTSD-14911 | Drawings | Template attributes for drawing width and height are no longer swapped. |
TTSD-15520 | Drawings | The GA dimensioning commands are now activated correctly. |
TTSD-16411 | Drawings | The origin of the hatch in polygons with a rotated hatch pattern was incorrectly calculated. This has now been fixed. |
TTSD-16588 | Drawings | Now the rebar groups with only one rebar are shown in drawings even if the Visibility of reinforcing bars in group is set to customized. |
TTSD-16747 | Drawings | When you create several drawings at a time, Tekla Structures shows a progress dialog with a Cancel button. However, clicking the Cancel button did not stop creating new drawings, but created them without templates. This has now been fixed. Moreover, now the dialog box also shows two progress bars: the first bar shows what is done for each drawing, and it goes back and forth. The second bar proceeds steadily after every drawing. |
TTSD-17249 | Drawings | Connection marks sometimes lost some of their elements when the Arrange marks and Align marks commands were used. This has now been fixed. |
TTSD-17432 | Drawings | Previously, Tekla Structures unintentionally changed some view properties when the view settings on the drawing level were modified. This has now been fixed. |
TTSD-17439 | Drawings | If an existing single-part drawing is included in an assembly drawing, the view placing inside the single-part drawing container frame no longer changes if you run the Arrange drawing views command in the assembly drawing. |
TTSD-17641 | Drawings | Using object level settings for surface marks did not work correctly in drawing creation. This has now been fixed. |
TTSD-17697 | Drawings | Section view labels in linked section views in drawings now work correctly. |
TTSD-17717 | Drawings | The view level setting No merge for rebar marks now works better. |
TTSD-17825 | Drawings | The Only grid labels visible grid property now works both on drawing view and drawing level. This option only shows the grid label and a short section of the grid line. |
TTSD-17865 | Drawings | The Document manager Category dialog box has been improved to allow resizing in order to make search strings and other properties more easily visible. The Category dialog box width is saved and restored from data saved in the model as the dialog box closed and then re-opened. |
TTSD-18347 | Drawings | Weld marks in drawings that had the size hidden in the weld mark properties were not drawn correctly. This has now been fixed. |
TTSD-18463 | Drawings | Dragging of the bolt mark base points now works better for holes. |
TTSD-18468 | Drawings | The size of the detail views that were moved to another drawing was not adjusted correctly. This has now been fixed. |
TTSD-18511 | Drawings | You need to set the advanced option XS_TRY_TO_KEEP_LOCATION_IN_FREEPLACING to TRUE (Default) for the advanced option XS_MARK_INTELLIGENT_POST_FREEPLACE_NEARBY to work. |
TTSD-18695 | Drawings | Symbols in some dimensions and labels did not appear in printed output. This has now been fixed. |
TTSD-18705 | Drawings | Sometimes closing a drawing while the snapshot viewer was open, and then closing the snapshot viewer could cause an ASSERTion failure or even a crash. This has now been fixed. |
TTSD-18741 | Drawings | In drawings, objects will now be updated when you change the view size. |
TTSD-18851 | Drawings | Custom line types did not always work correctly, for example, in arcs. This has now been fixed. |
TTSD-18949 | Drawings | When deleting obsolete drawing .dg files, a backup of related snapshot files (.dg.DPM) was unnecessarily moved under the \snapshots folder under the current model folder. This no longer happens. |
TTSD-18957 | Drawings | When you were direct editing a text cell in the Document manager list, you were unable to enter Shift+R or Shift+P, as these were also registered as shortcut keys. This has now been fixed. |
TTSD-19516 | Drawings | Marks sometimes lost the Position element when you used mark alignment tools in drawings. This has now been fixed. |
TTSD-19613 | Drawings | When updating drawings from an older Tekla Structures version to a newer version, certain view names could causes crashes, for example, names that ended in a % character. This no longer happens. |
TTSD-19684 | Drawings | Tekla Structures sometimes crashed when you modified protection settings and items were selected in the Drawing content manager. This has now been fixed. |
TTSD-19718 | Drawings | Drawing view scales were incorrectly modified when the Autoscale option was changes from Yes to No. This happened only with new drawing dialog boxes. This has now been fixed. |
TTSD-19763 | Drawings | Adding associative notes without leader lines did not work correctly. This has now been fixed. |
TTSD-19877 | Drawings | Holding down Shift and dragging now works correctly again for non-associative texts. |
TTSD-4111 | Drawings | Previously snap settings in drawings were saved only if you saved the drawing through the File menu. The settings were not saved if you saved the drawing by closing the drawing and selecting the Save option. Now snap settings are saved properly in both cases. |
TTSD-15719 | Tekla Model Sharing | In a shared model, locked components are now better handled during read in. Previously, there were issues with locked components that should have been updated during read in because of changed component definitions. Now such components are not updated during read in. The modelsharing.log lists these components and the reason why they were not updated. |
TTSD-18420 | Tekla Model Sharing | In a shared model, when reading in, conflicts in part numbering were not always propagated to the assembly, which left the assembly numbering unchanged. This has now been fixed. |
TTSD-18762 | Tekla Model Sharing | Previously, Tekla Model Sharing would sometimes fail to initialize when opening a shared model, with the following error message in the DataSharing client log: "DataSharingException: Facade is not connected to service. ". This error has now been prevented. |
TTSD-18795 | Tekla Model Sharing | Profiles with user-defined cross sections are now imported correctly. Previously, the cross section was not updated when the profile was imported. In shared models, the profiles could be erroneously considered modified, which would cause unnecessary updates to numbering and drawings for parts using the profiles. Now this does this happen anymore. |
TTSD-19624 | Tekla Model Sharing | Previously, Tekla Model Sharing file handling could copy temporary files to another model, which could make history reading and writing to report database corruption. Now this has been fixed. Such files are never written out and not read during read in. |
TTSD-16829 | Reinforcement | Previously, rebar adaptivity would break in some cases, especially if the concrete object had very small angles between the faces. |
TTSD-18311 | Reinforcement | Previously, when a rebar set with modifiers or splitters was copied, its UDAs were not copied with it. This has now been fixed. |
TTSD-12525 | Modeling | When you create new pour breaks, they are now added to the current phase. |
TTSD-15234 | Modeling | Previously, modeling sketches in the sketch editor could cause an error, and an error message was shown. This has now been fixed. |
TTSD-15947 | Modeling | When importing shapes, solid shells are now properly re-oriented to produce correct volumes and rendering. During the import, the session log may show this message if orienting has been applied to the model: "Solid faces have been re-oriented." |
TTSD-16906 | Modeling | There is a new template attribute ADDED_TO_POUR_UNIT to indicate how an object was added to a pour unit.The possible values are: 0 - unassigned and dirty (modified after the pour unit was resolved the last time) 1 - manually assigned 2 - automatically assigned The attribute is in the template category in filters and in the template attributes for the following object types: ASSEMBLY (only precast, not for cast in place)MESH |
TTSD-17561 | Modeling | Previously, there were some issues in the profile and material catalog export and import, and in editing rules in the profile and material catalog. This has now been fixed. |
TTSD-17582 | Modeling | Previously, the Move linear command did not move objects which were selected with Object by phases in Phase Manager. Only the grid that was included in the phase was moved. Now, if the grid is the only selected object, it is moved. If also other objects are selected, such as parts, bolts, welds and so on, the grid does not move but the other objects move. |
TTSD-17652 | Modeling | Now the custom component formulas no longer require an extra click to update another value. |
TTSD-17733 | Modeling | The Add to pour unit and Remove from pour unit commands are now visible on the context menu to more combinations of selected objects when right-clicking. |
TTSD-17915 | Modeling | Sometimes, opening an older Tekla Structures model with a newer Tekla Structures version resulted in invalid time ID errors, and the model could not be opened. This has now been fixed. |
TTSD-17941 | Modeling | Steel embeds are now ignored when calculating AREA_FORM properties.AREA_FORM properties require solid unions to be used. Small steel embeds can cause problems when creating solid unions, and they do not have a lot of effect on the end result. |
TTSD-18267 | Modeling | POUR_UNIT. template attributes now work with all mesh types. |
TTSD-18604 | Modeling | Filtering based on OWNER or HISTORY.OWNER now works with both <DOMAIN>/<username> and <DOMAIN>\<username>. |
TTSD-18763 | Modeling | Previously, some important messages were classified incorrectly as debug information. This has now been fixed. |
TTSD-18941 | Modeling | Shape import has been improved for shapes which are solids. If shape shells have been re-oriented in the import, the following message is written in the import log: Solid faces have been re-oriented. If shapes are not shown correctly in a model created with an older Tekla Structures version, you need to re-import the shapes in this Tekla Structures version, and then check that the shapes are shown correctly. Note that just opening the older model in this version is not enough. |
TTSD-12559 | Analysis and design | Previously, if you had created a rigid link between analysis nodes, you could not move or merge nodes that had been created manually. This has now been fixed. |
TTSD-12971 | Analysis and design | When importing changes from Tekla Structural Designer to Tekla Structures, you can now rotate the model when the Model Comparison Tool dialog box is open. |
TTSD-13552 | Analysis and design | When changing the analysis part class to Secondary or Bracing, the Keep axis position option is now set to No. Also, when changing the class to Beam or Column, the Keep axis position option is set to Yes. Note that if you set the analysis application to Tekla Structural Designer and the class to Beam, the Keep axis position option is not changed to Yes. |
TTSD-14412 | Analysis and design | In the analysis model properties, the Curved beam property is now set to Use curved member when creating a new analysis model with the Tekla Structural Designer analysis application, or when changing the analysis application of an existing analysis model to Tekla Structural Designer. |
TTSD-16487 | Analysis and design | The Finland environment and the Norway environment now include localized conversion files to be used as the default conversion files in the import and export between Tekla Structures and Tekla Structural Designer. |
TTSD-17063 | Analysis and design | When importing and exporting files between Tekla Structures and Tekla Structural Designer, if your environment includes a conversion file localized for your environment, this file is now used as the default conversion file, instead of the global mapping files. |
TTSD-17940 | Analysis and design | You can now export circular concrete columns to Tekla Structural Designer when using the US imperial environment. |
TTSD-18396 | Analysis and design | Analysis node positions are now correct when using Reference axis (eccentricity by neutral axis) as the analysis axis position. Also, when inquiring analysis parts, the offsets are now shown correctly. |
TTSD-19340, TTSD-17940 | Analysis and design | Concrete columns and beams with parametric profiles, for example 36"*36" and D24", are now correctly exported from Tekla Structures to Tekla Structural Designer. |
TTSD-5810 | Analysis and design | Staad export from Tekla Structures now takes into account the new XS_AD_LOAD_COMBINATION_METHOD advanced option.The possible values are: 0 = use repeat load 1 = use load combination (if linear analysis method is used) |
TTSD-16347 | Tools and components | Previously, when you edited a custom component, then closed the custom component editor dialog box and applied the changes to the custom component instances in the model, a copy of the custom component appeared in the model if any of the component instances had locked parts. Now the extra copy is always removed from the model. |
TTSD-16349 | Tools and components | Custom components with locked parts are no longer updated when the component is changed. Instead, the Object locks dialog box is opened (Manage > Locks). |
TTSD-18133 | Tools and components | In the Applications & components side pane window, you can now click the Image
|
SOLD-618 | User interface | In the Support tool, while you create the support case, the navigating back button in the upper-left corner is disabled for a moment so that you cannot accidentally interrupt the upload. |
SOLD-702 | User interface | It is now possible to hide Tekla Structures start screen notifications. If you are an administrator, you can set this in the registry settings. |
TTSD-12255, TTSD-16917, SOLD-721 | User interface | Staying signed in to Tekla Structures now works correctly. Previously, when logging in to Tekla Structures, in some cases the option to stay signed in did not work correctly or it was not available at all. |
TTSD-18352 | User interface | Previously, the area selection cursor did not work correctly with the latest NVIDIA drivers in OpenGL views. This has now been fixed. |
TTSD-18464 | User interface | You can now use 2-byte Japanese characters, as well as other multi-byte characters, in the search box in the Tekla Online side pane. |
TSAC-1728 | Import, export, interoperability (concrete) | Export Unitechnik (79): You can use the new surface object user-defined attribute Use surface as pallet base to orient the object without changing the top-in-form face or the rotation in export settings. |
TSAC-1784 | Import, export, interoperability (concrete) | Export Unitechnik (79): Braced girders are now placed into the 1st double wall shell regardless how they are modeled unless specifically attached to the 2nd shell. |
TSAC-1977 | Import, export, interoperability (concrete) | Export Unitechnik (79): Rebars and meshes are no longer taken into cast unit extrema calculation when they are excluded from export. Thereby, any protruding reinforcement that is excluded no longer creates an offset. |
TSAC-2017 | Import, export, interoperability (concrete) | Export Unitechnik (79): You can now use <VALUE> to inquire a part UDA and {VALUE} to inquire an assembly UDA in the Text[Template]#Counter option. This makes it possible to use a shorter string instead of having to use a template property to designate UDAs. |
TSAC-2055 | Import, export, interoperability (concrete) | Export EliPlan file (68): The export of length L1 and L2 data has been improved for cut hollow core slabs. |
TSAC-2059 | Import, export, interoperability (concrete) | Export Unitechnik (79): The line attribute scanning now recognizes chamfers correctly if the chamfer size is larger that half of the thickness of the element. |
TSAC-2073 | Import, export, interoperability (concrete) | Export Unitechnik (79): It is now possible to use additional string length options 13, 14, 15, 16, and 20 in the file name mask settings. |
TSAC-2088 | Import, export, interoperability (concrete) | Export Unitechnik (79): Double walls are now exported correctly also when there are more than one part specified as the 1st stage (or 2nd stage) in the cast unit. |
TSAC-2147 | Import, export, interoperability (concrete) | Export Unitechnik (79): The setting Reinforcing bars length on the Reinforcement tab now has a new option Lines at the edge (all leg lengths), which calculates the lengths of the reinforcing bar legs at the edge of the bars. |
TSAC-2153 | Import, export, interoperability (concrete) | Export Unitechnik (79): Rebar or mesh wire using the terminal hook flection form will now have their geometrical data series systematically rounded in borderline cases. |
TSAC-2189 | Import, export, interoperability (concrete) | Export Unitechnik (79): You can now designate data about the exported element using the new setting Item designation on the SLABDATE block data specification tab. |
TSAC-2190 | Import, export, interoperability (concrete) | Export Unitechnik (79): You can now align elements in Y direction using the new setting Align in Y axis on the Pallet tab. You can select whether to align the panel upper edge, panel centerline, or panel lower edge to pallet lower edge, pallet centerline, or to pallet upper edge. |
TSAC-2200 | Import, export, interoperability (concrete) | Export Unitechnik (79): You can now use all combinations of texts, templates and counter symbols with the option Text[Template]#Counter. |
TSAC-2209 | Import, export, interoperability (concrete) | Export Unitechnik (79): Geometrical plotting data is now optimized for embeds that are created out of cut objects, and have varying thickness. The amount of intermediate points in geometrical lines or polygons is kept to a minimum. |