Tekla Structural Designer 2025 SP1.1

Tekla Structural Designer
Modified: 9 Jun 2025
2025
Tekla Structural Designer

Tekla Structural Designer 2025 SP1.1

The latest Tekla Structural Designer service pack is available in Trimble Downloads.

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Note:

Service Pack SP1.1 (version is 25.1.1.0) was released on 09th June 2025 to replace SP1 (version 25.1.0.123). This was necessary due to an issue in SP1 that prevented models containing freeform trusses from being opened.

This release will update your Tekla Structural Designer installation to version number 25.1.1.0 and should be installed to ensure optimum function of the program. It includes a number of new features, enhancements and issue resolutions as detailed below.

If you are upgrading from a version earlier than the immediately prior release of 2025 first release (version 25.0.1.45 released March 2025), you can find details of enhancements and fixes for all previous releases in Tekla User Assistance (TUA) via the link below:

Licensing and installation

Licensing

  • No new license is required for this version.

  • Client License Service Version - no update is required for this release.

  • License Server Version - this relates only to perpetual licenses and the Server (Sentinel RMS) license method. Provided your license server has been updated to version 4.3.x or later (incorporating Sentinel RMS 10.0 which added support for Windows 11), no update is required for this release.

Installation

  • This service pack requires Tekla Structural Designer 2025 first release or later to be installed and will update your current version.

  • Integration
    • Tekla Structures - if you wish to integrate with Tekla Structures for optimum performance you should install both this release and Tekla Structures 2025 (and the most recent Service Pack for this).

    • Tekla Tedds - for integrated design using Tekla Tedds you should install Tekla Tedds 2025 AND ensure you have installed the latest updates for this. These can be obtained from Trimble Downloads.

    • Tekla Portal Frame and Connection Designer 25 - if you install this release and use Tekla Portal Frame Designer and/or Tekla Connection Designer you should install Tekla Portal Frame Designer 25 and/or Tekla Connection Designer 25 available from Trimble Downloads.

    • Autodesk® Revit® - the most recent Tekla Structural Designer Integrator for Autodesk Revit 2025 was released in April 2025. For more information about this see the Tekla Structural Designer Integrator for Autodesk Revit 2025 SP1 Release Notes. The installation for this is available from Trimble Downloads. If you are now using Autodesk Revit 2025, you can install this to perform BIM integration with Tekla Structural Designer.

  • Previous Versions and file compatibility - files from all previous versions can be opened in this release, however note that, once saved, they cannot then be opened in a previous release. If you wish to retain this option we therefore recommend using the File > Save As… option to save a copy of the file in the previous release and retain the original.

Issues with associated bulletins

  • [TSD-17880] - Parapet moment not transferred from TSD to TPFD

    The issue relates to the design of Portal Frames to Eurocode (UK and IRE) and British Standards in Tekla Structural Designer using Tekla Portal Frame Designer where, for portal frames with parapets, the moments at the base of the parapet (typically due to wind) are not transferred from Tekla Structural Designer to Tekla Portal Frame Designer. For more information please see Product Bulletin PBTSD-2504-1.

    • This issue is fixed in Tekla Portal Frame Designer release 25.1.0.1.

  • [TSD-17648] - Get forces method finding incorrect axial force in column

    This issue relates to the design of steel columns to Eurocode (all regions) and US Regional Codes. In rare cases where there is a step change in the axial force within a design length, in the same load combination, with the maximum value occurring away from the column ends there is the possibility of unconservative design. For more information please see Product Bulletin PBTSD-2504-2.

    • This issue is fixed in this release.

Enhancements and fixes

General & modeling

  • General performance and stability improvements

    A number of additional fixes which are not detailed explicitly here are also made in this release to improve general performance and stability. An example of this is given directly below:

    • [TSD-18007] - Crash when double-clicking on Calculate under Floor Construction

      An issue which caused a program exception when double-clicking on the Calculate [...] button located under Floor Construction in the Composite Beam Properties window is fixed in this release. This issue relates only to the 2025 first release (version 25.0.1.45) in which it was introduced.

  • [TSD-17913] - Scene content selections revert when using BIM Status show/alter state

    Previously, when in a Review View, if you made changes to Scene Contents settings, the Scene Content settings would incorrectly reset when certain Review operations were performed. This issue has now been fixed.

  • [TSD-17712] - Imbalance between the total load on the structure and the Vertical Forces in Nodes - incorrectly configured brace pairs

    Incorrectly configured brace pairs - such as a K brace pair with the "apex" at the top - will cause a Process Window warning “Imbalance between the total load on the structure and the Vertical Forces in Nodes” following analysis or design. To help prevent this, a new validation check is added in this release to confirm that K, V and A brace pair types are positioned in accordance with the following positioning rules:

    • K brace pairs should have the "apex" to the left or right

    • V brace pairs should have the "apex" at the bottom

    • A brace pairs should have the "apex" at the top

    Brace pairs that contravene the rules are listed in the validation warning and an option is provided on the right-click context menu to "Fix Brace Pair Type". When clicked, the position of the brace does not change, but its type is corrected. (For example if you model a K brace pair with the "apex" at the top, after fixing, its type would change to an A brace pair).

  • [TSD-17693] - Scene content - Slab/member temperature loads

    In the Scene Content window, under Loading the Temperature option now has an extra level of control to allow Member and Area Element temperature loads to be displayed independently.

  • [TSD-17984] - Exception - Creating zero width foundation mat strip

    Two changes have been made to mat foundations created using the strip method:

    • Strip mats now have a minimum width limit of 150 mm or 6 in. depending on the unit system. This minimum has been implemented in order to avoid issues that can arise when creating strips of unreasonable width.

    • When defining a strip mat, previously you were required to enter the strip “Width” measured from the strip center line to the face of the strip. As this was not particularly intuitive, the “Width” is now measured from face to face. This change only applies to newly created strip mats, the width of previously created strip mats in existing models remains unchanged.

Interoperability

  • Structural BIM Integration

    For Structural BIM Integration the following enhancements and fixes are made in this release:

    • [TSD-15208] - CXL file import - baseplates not created under certain columns

      Previously, following a CXL file import into Tekla Structural Designer, baseplates would not be created under columns that had braces attached. This issue is fixed in this release.

    • [TSD-17162] - CXL file import - Invalid geometry when importing column with splice from Revit.

      An issue which resulted in an invalid geometry warning when a Revit model column splice was imported to Tekla Structural Designer is fixed in this release.

    • [TSD-15978] - CXL file import - Exception during import

      Sometimes, due to model changes made in the other product (used to create the cxl file), it is necessary to split existing Tekla Structural Designer columns into two objects. In some circumstances, this led to corrupted stack data. This issue is fixed in this release.

    • [TSD-18051] - CXL file import - Importing the original column removes splits and stacks, preventing further splitting

      In certain circumstances, when updating an existing model, updated columns were not correctly divided into stacks after Structural BIM Import. This is fixed in this release.

  • [TSD-12604] - Integration with Tekla Structures - mapping of cold formed hollow steel profiles for Nordic countries

    In the Nordic countries of Finland, Norway and Sweden the use of cold formed hollow steel profiles is common. Previously when performing BIM integration with Tekla Structures using the Environments for these countries, it was not possible to map such profiles (for more about the profile mapping process see section 6.3 of Guidance notes for Integration between Tekla Structural Designer and Tekla Structures). Mapping of these cold formed hollow steel profiles has been enabled in this release with the addition of the requisite TSD Section Codes and TSD Group Names to the sections database (version 91) given in the table below.

     
    CatalogTSD Example NameTSD Section CodeTSD Group Name
    Cold Formed CHSCFCHS 101.6*5.000441NordicColdFormedSectionsColdFormedChs
    Cold Formed RHSCFRHS 200*100*8.000442NordicColdFormedSectionsColdFormedRhs
    Cold Formed SHSCFSHS 100*100*8.000443NordicColdFormedSectionsColdFormedShs
  • [TSD-17903] - IFC header file standardisation

    In this release, when the model is exported to an IFC file, the file header information is standardized to more closely align with those from SketchUp and other Trimble applications.

Analysis

  • [TSD-17786] - Footfall analysis model - beam not connected to supporting wall

    Previously, in footfall analysis models beams could be completely detached from an intended supporting wall in certain unusual situations. This would result in unrealistic vibration modes which in turn caused higher response factors and potentially checks that showed as failing when they should have passed. This issue has now been fixed.

Design - ACI/AISC United States

  • [TSD-17746] - Incorrectly using inelastic story drift to calculate Seismic Stability coefficient

    Previously there was an error in the seismic drift calculation when working to ASCE7-22. The inelastic story drift was being used to calculate the seismic stability coefficient, which contradicts ASCE 7-22 Section 12.8.7 and equation 12.8-18. The elastic story drift should have been used, not the inelastic story drift. This produced an over-conservative result for the drift check. This issue has now been fixed.

Design - Eurocode

  • Fire Data Improvements

    Building on the features for steel member fire design/ protection which were expanded in the 2025 Release (see Eurocode - steel member fire data calculation), the following improvements are made to Fire Data in this release:

    • [TSD-17893] - Improve property behaviour for steel members

      The property 'Required time of fire exposure' in the 'Fire proofing' properties group of steel members is now also made available for members protected but not checked for fire resistance.

    • [TSD-17897] - Update / delete UDA values

      The values of automatically populated fire design related UDAs are now cleared when running the Populate UDAs command in cases where the fire data is no longer available.

  • [TSD-17851] - Cold Formed column design incorrectly beyond scope

    An issue introduced in release 2025 which caused the design status of cold formed columns to EC3 bending combined to be incorrectly beyond scope is fixed in this release.

Note: The number in brackets before an item denotes an internal reference number. This can be quoted to your local Support Department should further information on an item be required.
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