Release Notes - Tekla Structures 2016 PR8
Defect number | Development area | Description |
---|---|---|
131456 | 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. |
131037 | Concrete components |
In Concrete beam-beam (112), non-concrete parts can be now removed from the assembly. |
131036 | Concrete components |
In Concrete console (110), the neoprene is now created in the correct position when the console is not created. |
126938 | Concrete components |
In Embedded anchors (8), the default grade of reinforcing bars is now set to |
131288 | Steel components |
In Full depth S (185), when the secondary part(1) part that exists in a building object and that is connected to the main part |
131120 | Steel components |
In Multiple stiffeners (1064), weld preparationcut that is made on the part edge in order to enable a more complete weld penetration which provides a stronger joint |
131087 | Steel components |
In Cast-in plate(1) part that represents a flat structure |
131086 | Steel components |
In Cast-in plate(1) part that represents a flat structure |
130702 | Steel components |
In Base platecomponent object that represents a plate welded to a column base |
129422 | Steel components |
In Railings (S77), the distance that sets the position of the bend end closure of middle rails can now be set to 0. |
125698 | Steel components |
In Stub connection (119), the middle plates and bolts are now created correctly when the secondary part(1) part that exists in a building object and that is connected to the main part |
125253 | Steel components |
In Simple clip anglecomponent object that represents a right angle that is made of a standard L-shaped profile and that connects parts |
125200 | Steel components |
In Column site weld splice (137), welds 3 and 4 are now created with the correct settings as defined in the component weld dialog box. |
123401 | Steel components |
In Column with stiffeners W (182), the weld preparationcut that is made on the part edge in order to enable a more complete weld penetration which provides a stronger joint |
123135 | Steel components |
In U.S. Base platecomponent object that represents a plate welded to a column base |
122599 | Steel components |
In Tube gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
115478 | Steel components |
In Metsec Mezzanine floor ties (38), a holesmall hollow open throughout a part or assembly that is usually used for fastening parts with bolts or other such objects |
113645 | Steel components |
In Tube gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
103709 | Steel components |
In Stanchion side profile (86), it is now possible to set the top edge distance of bolts on the Sbolts tab. |
102068 | Steel components |
In Full depth S (185), chamfers are now correctly applied on the tab plate(1) part that represents a flat structure |
101901 | Steel components |
In Two sided clip anglecomponent object that represents a right angle that is made of a standard L-shaped profile and that connects parts |
97507 | Steel components |
In Wraparound gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
90209 | Steel components |
In Corner bolted gussetcomponent object that represents a plate that connects braces to a beam, column, or base plate |
88193 | Steel components |
In Splice connection (77), deck support plates are now always created at the top flange when the main and secondary parts are sloped. |
85772 | Steel components |
In Stub (28), it is now possible to define top and bottom offsets for all stiffeners. |
85709 | Steel components |
In Multiple stiffeners (1064), the stiffeners are now created with the correct length also when created not perpendicular to 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 |
84567 | Steel components |
In Diagonal splice (53), the vertical offset of bolts is now correctly applied on all bolts. |
83642 | Steel components |
In U.S. Base platecomponent object that represents a plate welded to a column base |
83167 | Steel components |
In End platecomponent object that represents a plate welded perpendicular to the end of the component secondary part |
80705 | Steel components |
In Bracing cross (19), slotted holes for bolts are now correctly applied. |
131225, TTSD-5358 | Import, export, interoperability |
In certain situations CIS/2 import could crash Tekla Structures. This has now been fixed. |
TTSD-4060 | Import, export, interoperability |
Some DWG files failed at import into the Shape Catalogcatalog that displays information of item shapes |
131221 | Import, export, interoperability |
In Unitechnik Export (79), you can now export spacer type information by using the new option Spacer type on the Reinforcement tab. |
131172 | Import, export, interoperability |
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. |
131107 | Import, export, interoperability |
You can now specify user-defined codes for 1st and 2nd stage of double walls for Unitechnik (78) export. You can select Double wallplate that represents a structure such as a wall or roof panel |
131034 | Import, export, interoperability |
In Unitechnik Export (79), you can now choose values for HEADER block project line 1 and project line 2. |
130824 | Import, export, interoperability |
In Unitechnik export (79), the option Export line attributes for cutouts is now working correctly. |
129944 | Import, export, interoperability |
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. |
130309, TTSD-2249 | Drawings |
The reflected view now works correctly for the pour objects shown in general arrangement drawings. |
TTSD-4458 | Drawings |
Users can now correctly snap to curved geometries of pour objects when shown in a general arrangement drawingdrawing 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 |
TTSD-4075 | Drawings |
Arcs with very slight bulge were shown incorrectly in print previews. This has now been fixed. |
131256 | Drawings |
Some |
124878 | Drawings |
The advanced option |
TTSD-4707, 131022 | Modeling |
For profiles with variable cross sections, the parameter values used for creating part geometry were not correct in some situations after importing or when retrieved through Tekla Model Sharingcloud service for collaboration and for storing and sharing a model |
TTSD-4030, 130698 | Modeling |
Changing sketch parameters used in Thickness or Extrusion Type equations in the sketch editortool that is used for creating and editing parametric user-defined profiles |
TTSD-2753, 129596 | Modeling |
Previously, there was a problem that prevented some models from opening. This has now been fixed. |
TTSD-4699 | Analysis and design |
Previously, if you saved load combinations, the saved load combinations ( |
TTSD-3540 | Analysis and design |
Snapping to analysis nodes now works correctly. |
TTSD-2771, 129742 | Tools and components |
Editing a part cutcut that is defined by a cutting part |
TTSD-2759, 129723 | Tools and components |
Right-clicking the component properties in the Custom componentcomponent that the user creates and uses for creating model objects whose composition the user can modify as a group |
TTSD-4165 | Tools and components |
Importing a large number of custom components from folders pointed by |