Release notes: Tekla Structural Designer 2024 SP4

Tekla Structural Designer
Modified: 11 Feb 2025
2024
Tekla Structural Designer

Release notes: Tekla Structural Designer 2024 SP4

This release will update your Tekla Structural Designer installation to version number 24.4.0.70 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 2024 SP3 (version 24.3.1.0 released November 2024), you can find details of requirements, enhancements and fixes for all previous releases in Tekla User Assistance (TUA) via the links below:

Licensing & 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 2024 first release or later to be installed and will update your current version.

  • Integration -

  • 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-17285] - Wind zones - multi-bay roofs to BS EN 1991-1-4

    In accordance with Table 7.10 of EN1991-1-4, the Cpe values are reduced by factors of 0.8 or 0.6 in buildings with multispan roofs, the reduction factor applied being dependent upon the position of the roof bay in the direction of the wind load.

    When the UK NA to BS EN 1991-1-4:2005+A1:2010 was published, an Advisory Note was deleted. This was not changed in the Tekla Structural Designer EC Wind Wizard. All other aspects were updated.

    For more information please see Product Bulletin PBTSD-2412-1.
    • This issue is fixed in this release.

  • [TSD-16940] - Steel Column design - BS 5950 - combined buckling check for pure major axis eccentricity moment

    For the design of steel columns to the British Standards BS 5950-1 2000 only, and the specific case of pure major axis eccentricity moment (automatically calculated from supported beam reactions and the specified face eccentricities - see Steel column connection eccentricity moments) only, the Buckling Combined check did not consider the LTB buckling moment and resistance, producing an unconservative design result. Note that the issue did not affect any situations where the major axis real moment or minor axis real or eccentricity moments were non-zero. For more information please see Product Bulletin PBTSD-2501-1.

    • This issue is fixed/ addressed 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-17340] - Exception when changing the level of a column with K bracing

      An issue which caused a program exception when the Base level of a column connected mid-height to a K bracing arrangement was changed is fixed in this release.

Loading

  • [TSD-17268] - Imbalance between the total load on the structure and the Vertical Forces in Nodes

    A 'Total Vertical Forces in Nodes' calculation was introduced to the Loadcase properties pane in 2024 SP3 to enable additional checking for load imbalances. If an imbalance is detected between this and the total reaction a warning is displayed in the Process window. The full text of the warning reads (as shown in the picture below):

    "There is an imbalance between the total load on the structure and the Vertical Forces in Nodes. This could result in incorrect loads being applied for Notional Load, Minimum Lateral Load and Seismic Weight loadcases. This imbalance needs investigation - please send your model to technical support for further examination"

    A slight error in the Total Vertical Forces in Nodes calculation caused the warning to be erroneously displayed for some models when there was no obvious cause for concern. In addition, the new check has helped identify some problematic cases which have also been fixed. Hence the warning should now only be displayed when there is a genuine imbalance requiring further investigation.

  • [TSD-17286] - Wind Loading Eurocode Roof zones - references

    When defining wind zone panel properties for multibay roofs, the factors to apply should be taken from EN1991-1-4 Fig 7.10.

    In previous releases, in the Wind Direction view each Multibay panel was labelled as "Upwind Bay", "Second Bay" or "Third and More Bay" according to the Bay Position property you set for each panel in the Properties window. The factors would then be determined accordingly. The drawback with this approach is that it didn't allow you to visually confirm the factors being used.

    To clarify the actual factors being used, this property has been replaced by Bay Cpe Multiplier. This enables you to set the panel factors directly as "Bay Factor = 1.0", "Bay Factor = 0.8" or "Bay Factor = 0.6".

    A tooltip for Bay Cpe Multiplier provides the reference to be used (EN1991-1-4 Fig 7.10) when choosing the factor to apply.

Validation

[TSD-17252] - Warning issued when foundation mat not meshed in 3D

The existing validation warning "Foundation mat with ground bearing springs not meshed" that is displayed when a foundation mat with ground bearing springs is not meshed has been updated.

Tekla Structural Designer now checks and warns for any foundation mat that is not meshed, irrespective of whether it has the "Use Ground Bearing Springs" property selected or not.

Design - General

  • [TSD-17152] - Steel Design - Beams with haunches - default restraint at sharp end of haunch

    For steel members with haunches (including portal frame rafters), the default restraint at the sharp end of the haunch is changed in this release from bottom flange, to being unrestrained. If there are incoming secondary members restraining this position, the restraint is then assumed torsional, following the typical engineering expectations.

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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