Tekla Tedds Engineering Library (May 2020)

Last updated May 22, 2020 by Tedds Development Team tekla-product-development-tedds-team-ug@trimble.com

Tekla Tedds Engineering Library (May 2020)


UK and Asia

High Grade Steel

All applicable Eurocode steel calculations have been enhanced to allow for designs using high grade steel strengths up to S700.

  • Column base plate design (EN1993)
  • Crane gantry girder design (EN1993)
  • Steel 2D analysis & design (EN1993)
  • Steel column design (EN1993)
  • Steel column and base plate design (EN1993)
  • Steel member design (EN1993)
  • Steel member analysis & design (EN1993)
  • Steel member fire resistance design (EN1993)

Product bulletin April 2020 (PBT-2004-1)

Wind loading (EN1991) - Fixed a potentially un-conservative error affecting the calculation of roof zone G for a loadcase with a duopitch roof building with the wind at 90 degrees. For more detailed information please refer to “Product bulletin April 2020 (PBT-2004-1)” in the Bulletins group of the Engineering Library Index.

Product bulletin April 2020 (PBT-2004-2)

Snow loading (EN1991) - Fixed a potentially un-conservative error affecting the shape load coefficient for flat roofs when switching from a different roof shape. For more detailed information please refer to “Product bulletin April 2020 (PBT-2004-2)” in the Bulletins group of the Engineering Library Index.

Other updates

Column base plate design (EN1993)

[TEDDS-4579]1 - Fixed friction check output note.

Precast concrete beam design (EN1992)

[TEDDS-4545]1 - Fixed the output string for boot reinforcement.

Retaining wall analysis & design (BS8002)

[TEDDS-4175]1 - Corrected error preventing calculation from running in Analysis only mode.

Steel simple connection design (EN1993)

[TEDDS-4482, TEDDS-3329]1 - Fixed undefined variable error 'steelDataListFile' when used from batch design.
[TEDDS-3846]1 - Set up default steel sections for Finland, Norway and Sweden.

Timber 2D analysis & design (EN1995)
Timber member analysis & design (EN1995)
Timber member design (EN1995)

[TEDDS-4480]1 - Fixed undefined variable 'E0.05' error associated with LVL member design.
[TEDDS-4461]1 - Added overall results variables to suit API use.

USA

Updates

Steel member design (AISC360)
Steel 2D analysis & design (AISC360)
Steel member analysis & design (AISC360)

[TEDDS-4167]1 - Corrected undefined variable error associated with the design of pipe sections in flexure.
[TEDDS-996]1 - Fixed incorrect section properties being used for h_0 and r_ts if the section was selected from an SI unit data list.

Australia

No udpates

Canada

No udpates

Europe

High Grade Steel

All applicable Eurocode steel calculations have been enhanced to allow for designs using high grade steel strengths up to S700.

  • Column base plate design (EN1993)
  • Crane gantry girder design (EN1993)
  • Steel 2D analysis & design (EN1993)
  • Steel column design (EN1993)
  • Steel column and base plate design (EN1993)
  • Steel member design (EN1993)
  • Steel member analysis & design (EN1993)
  • Steel member fire resistance design (EN1993)

Swedish National Annex Update (EKS 11)

All applicable Eurocode calculations have been updated in accordance with the latest version of the Swedish national annex (EKS 11)

  • 2D analysis
  • Column base plate design (EN1993)
  • Crane gantry girder design (EN1993)
  • Foundation analysis & design (EN1992/EN1997)
  • Gabion retaining wall analysis & design (EN1997)
  • Pile analysis (EN1997)
  • Precast concrete beam design (EN1992)
  • Precast concrete column design (EN1992)
  • Precast concrete bearing design (EN1992)
  • Precast concrete grouted sleeve splice design (EN1992)
  • Precast concrete half joint design (EN1992)
  • Precast concrete stair design (EN1992)
  • Precast concrete wall design (EN1992)
  • RC 2D analysis & design (EN1992)
  • RC beam analysis & design (EN1992)
  • RC beam design (EN1992)
  • RC beam torsion design (EN1992)
  • RC column design (EN1992)
  • RC corbel design (EN1992)
  • RC nib design (EN1992)
  • RC pile cap design (EN1992/EN1997)
  • RC slab design (EN1992)
  • RC stair design (EN1992)
  • RC wall design (EN1992)
  • Retaining wall analysis & design (EN1992/EN1996/EN1997)
  • Snow loading (EN1991)
  • Steel 2D analysis & design (EN1993)
  • Steel column design (EN1993)
  • Steel column and base plate design (EN1993)
  • Steel member design (EN1993)
  • Steel member analysis & design (EN1993)
  • Steel member fire resistance design (EN1993)
  • Steel sheet piling design (EN1997)
  • Timber 2D analysis & design (EN1995)
  • Timber connection design (EN1995)
  • Timber member analysis & design (EN1995)
  • Timber member design (EN1995)
  • Timber joist design (EN1995)
  • Timber rafter design (EN1995)
  • Timber stud design (EN1995)
  • Wind loading (EN1991)

Product bulletin April 2020 (PBT-2004-1)

Wind loading (EN1991) - Fixed a potentially un-conservative error affecting the calculation of roof zone G for a loadcase with a duopitch roof building with the wind at 90 degrees. For more detailed information please refer to “Product bulletin April 2020 (PBT-2004-1)” in the Bulletins group of the Engineering Library Index.

Product bulletin April 2020 (PBT-2004-2)

Snow loading (EN1991) - Fixed a potentially un-conservative error affecting the shape load coefficient for flat roofs when switching from a different roof shape. For more detailed information please refer to “Product bulletin April 2020 (PBT-2004-2)” in the Bulletins group of the Engineering Library Index.

Other updates

Column base plate design (EN1993)

[TEDDS-4579]1 - Fixed friction check output note.

Precast concrete beam design (EN1992)

[TEDDS-4545]1 - Fixed the output string for boot reinforcement.

Steel simple connection design (EN1993)

[TEDDS-4482, TEDDS-3329]1 - Fixed undefined variable error 'steelDataListFile' when used from batch design.
[TEDDS-3846]1 - Set up default steel sections for Finland, Norway and Sweden.

Timber 2D analysis & design (EN1995)
Timber member analysis & design (EN1995)
Timber member design (EN1995)

[TEDDS-4480]1 - Fixed undefined variable 'E0.05' error associated with LVL member design.
[TEDDS-4461]1 - Added overall results variables to suit API use.

Footnotes

1 This number is an internal reference number and can be quoted to your local Support Department should further information on an item be required.

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