Tekla Tedds Engineering Library (November 2021)
UK and Asia
RC pile cap design (EN1992/EN1997)
Enhanced to include the option to design a triangular three pile-cap which is designed using the strut and tie model.
RC pile cap design (EN1992/EN1997)
Foundation analysis & design (EN1992/EN1997)
Steel to concrete simple connection design (EN1993)
Updated in accordance with the latest Irish National Annex "IS EN 1992-1-1:2004:2010 + A1:2016 incorporating Corrigendum AC1:2016 & AC2:2020"
Other updates
Foundation analysis & design (EN1992/EN1997)
[Tedds-6197]1 - Corrected issue with item being incorrectly included in output.
[Tedds-6113]1 - Bar spacing was being incorrectly modified when the calculation was rerun.
Masonry bearing design (EN1996)
[TEDDS-6101]1 - Fixed incorrect K factor defaulting to lightweight value.
[TEDDS-6104]1 - Fixed UI droplist for panel edge support conditions.
Masonry wall panel design (EN1996)
[TEDDS-5931]1 - Fixed undefined variable error in summary table.
RC pile cap design (EN1992/EN1997)
[TEDDS-5991]1 - Fixed corner pile shear not being included in the summary table in some cases.
[TEDDS-6006]1 - Fixed undefined variable '_\62ControlVar' error when designing a pile cap when all the piles are located below the column.
[TEDDS-5841]1 - Fixed unnecessary Y direction minimum steel check for 2-pile pile-caps included in the preview results and summary table.
[TEDDS-6188]1 - Enhanced calculation to include the latest version of the Irish National Annex.
Timber connection design (EN1995)
[TEDDS-5979]1 - Fixed a summary table expression error.
USA
Product bulletin November 2021 (PBT-2111-1)
Masonry wall panel design (TMS/MSJC) - Fixed a potentially un-conservative affecting reinforced wall panels with axial and out of plane loads.. For more detailed information please refer to “Product bulletin November 2021 (PBT-2111-1)” in the bulletins group of the engineering library index.
Updates
RC beam design (ACI318)
[TEDDS-6063]1 - Fixed the preview results utilization in the design only calculation.
Europe
RC pile cap design (EN1992/EN1997)
Enhanced to include the option to design a triangular three pile-cap which is designed using the strut and tie model.
Other updates
Foundation analysis & design (EN1992/EN1997)
[Tedds-6197]1 - Corrected issue with item being incorrectly included in output.
[Tedds-6113]1 - Bar spacing was being incorrectly modified when the calculation was rerun.
Masonry bearing design (EN1996)
[TEDDS-6101]1 - Fixed incorrect K factor defaulting to lightweight value.
[TEDDS-6104]1 - Fixed UI droplist for panel edge support conditions.
Masonry wall panel design (EN1996)
[TEDDS-5931]1 - Fixed undefined variable error in summary table.
RC pile cap design (EN1992/EN1997)
[TEDDS-5991]1 - Fixed corner pile shear not being included in the summary table in some cases.
[TEDDS-6006]1 - Fixed undefined variable '_\62ControlVar' error when designing a pile cap when all the piles are located below the column.
[TEDDS-5841]1 - Fixed unnecessary Y direction minimum steel check for 2-pile pile-caps included in the preview results and summary table.
[TEDDS-6188]1 - Enhanced calculation to include the latest version of the Irish National Annex.
Timber connection design (EN1995)
[TEDDS-5979]1 - Fixed a summary table expression error.
Australia
Pad footing analysis & design (AS3600)
RC 2D analysis & design (AS3600)
RC beam analysis & design (AS3600)
RC beam deflection (AS3600)
RC beam design (AS3600)
RC circular column design (AS3600)
RC column design (AS3600)
RC corbel design (AS3600)
RC slab design (AS3600)
RC wall design (AS3600)
Retaining wall analysis & design (AS4678/AS3600/AS3700)
Strip footing analysis & design (AS3600)
Tilt-up wall panel design (AS3600)
Updated in accordance with AS3600-2018 Amendment No. 2.
Other Updates
RC slab design (AS3600)
TEDDS-5969 - Fixed undefined variable errors when selecting the direct method of force input by only calculating if the dialog buttons are valid.
Added validation to the interface for long thin slabs to stop an error in a data table L_{y} / L_{x} <= 10. The data table range only goes up to 10 - used when the simple method of calculating the forces is used.
Corrected the variable name used in the shear calculation when using the direct method of force input.
Canada
Base plate design (CSA-S16)
Steel column design (CSA-S16)
Update steel design calculations in accordance with CSA S16:19 (Dec. 2019).
Snow loading (NBCC)
Updated in accordance with NBCC 2015.
Flitch beam design (CSA-086)
Timber connections (CSA-086)
Timber design (CSA-086)
Updated in accordance with CSA-086 19
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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