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Tedds Engineering Library (May 2016)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Product bulletin May 2016 (PBT-1605-1) Retaining wall analysis & design (EN1992/EN1996/EN1997) - Fixed a potentially un-conservative error affecting the calculation of the bearing pressure check for walls featuring horizontal point loads. For more detailed information please refer to “Product bulletin May 2016 (PBT-1605-1)” in the Bulletins group of the Engineering Library Index. Other updates Beam end connection design (BS5950) Fixed undefined variable error occurring with double sided beam-to-beam notched fin plate
by Tedds Development Team
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Tekla Tedds product bulletin May 2016 (PBT-1605-1)

Résumé of Issue Retaining wall analysis & design (EN1992/EN1996/EN1997) Retaining wall analysis & design (ACI318/MSJC) Retaining wall analysis & design (AS4678/AS3600/AS3700) There is a potentially un-conservative error affecting the calculation of the bearing pressure check for walls featuring horizontal point loads. Occurrence This issue relates to Tedds 2016 from March 2016, Tedds 2015 from June 2015, Tedds 2014 from February 2015: Retaining wall analysis & design (EN1992/EN1996/EN1997) version 2.6.02 - 2.6.07 Retaining wall analysis & design (ACI318/MSJC) version 2.6.
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin April 2016 (PBT-1604-4)

Résumé of Issue RC Beam Design (EN1992) There is a potentially un-conservative error affecting the calculation for negative moments. Occurrence This issue relates to Tedds 2016 from March 2016, Tedds 2015 from June 2015: RC Beam Design (EN1992) version 3.0.00 – 3.0.02
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin April 2016 (PBT-1604-3)

Résumé of Issue Steel joist design (SJI) There is a potentially un-conservative error affecting the design of joists with live roof, snow or rain loads. Occurrence This issue relates to Tedds 2016 from March 2016, Tedds 2015 from June 2015, and Tedds 2014 from June 2014: Steel joist design (SJI) version 1.1.00
Requires Tekla Maintenance
by Tedds Development Team
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Tedds Engineering Library (April 2016)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Product bulletin April 2016 (PBT-1604-4) RC beam design (EN1992) - Fixed a potentially un-conservative error affecting the calculation for negative moments. For more detailed information please refer to “Product bulletin April 2016 (PBT-1604-4)” in the Bulletins group of the Engineering Library Index. USA Product bulletin March 2016 (PBT-1603-1) Wood shear wall design (NDS) - Fixed a potentially un-conservative error affecting the design of collector elements. For more detailed information please refer to “Product
by Tedds Development Team
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Quick Start Guide - Tedds 2016

If you are new to Tedds and want to use the software productively we recommend that you work through the Quick Start Guide. These are provided to ensure you get up and running as quickly as possible. The latest Quick Start Guide is also available from the Help menu within Tedds.
by Tekla User Assistance Team
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Tekla Tedds 2016 system requirements

Minimum spec CPU: P4 (3.0GHz) Memory: 1GB Disk space: 300MB OS: Windows Vista (SP2) Graphics: 1024x768 Recommended spec CPU: Intel Core i3 2.0GHz (or equivalent) Memory: 2GB Disk space: 500MB OS: Windows 7 (SP1) Graphics: 1024x768 Supported operating systems Tedds 2016 is tested and supported on the following business versions of Microsoft Windows: Windows 10 32-bit and 64-bit Windows 8.1 32-bit and 64-bit Windows 7 (SP1) 32-bit and 64-bit Windows Vista (SP2) 32-bit Additional requirements Tedds for Word requires a fully service packed version of Microsoft Word 2007, 2010, 2013 or 2016, 32-
by Tekla User Assistance Team
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Tekla Tedds 2016 software release

Tekla Tedds 2016 in a nutshell The new version has been developed listening to the wishes of the customers and offers powerful new features and improvements: This new version brings more choice and flexibility to the analysis and design of steel and concrete beams, retaining walls and foundations, to both the US building codes and Eurocodes. The comprehensive calculations make work easy and fast and help to avoid human errors when working with load combinations. You can quickly create document templates that match company standards including custom layouts and logos improve presentation of
by Tekla User Assistance Team
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Tekla Tedds product bulletin February 2016 (PBT-1602-3)

Résumé of Issue Steel member design (EN1993) There is a potentially un-conservative error affecting the check of members which are subjected to combined bending and axial compression, using the interaction equations 6.61 and 6.62. Occurrence This issue relates to Tedds 2015 from June 2015: Steel member design (EN1993) version 4.0.00 – 4.0.02
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin February 2016 (PBT-1602-2)

Résumé of Issue Wood shear wall design (NDS) There is a potentially un-conservative error affecting the calculation of deflection under seismic shear loads. Occurrence This issue relates to Tedds 2015 from June 2015, Tedds 2014 from June 2014, Tedds 2013 from May 2013, Tedds 14 from October 2011: Wood shear wall design (NDS) version 1.0.00 – 1.1.02
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin February 2016 (PBT-1602-1)

Résumé of Issue Footing analysis & design (ACI318) Pad footing analysis & design (BS8110) Pad footing analysis & design (AS3600) There is a potentially un-conservative error affecting the calculation of sliding resistance of a pad footing where horizontal loads are applied in both directions. Occurrence This issue relates to Tedds 2015 from June 2015, Tedds 2014 from June 2014, Tedds 2013 from May 2013, Tedds 14 from October 2011, Tedds 12 from October 2009 and Tedds 11 from March 2008: Footing analysis & design (ACI318) version 3.0.00 Pad footing analysis & design (BS8110
Requires Tekla Maintenance
by Tedds Development Team
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Tedds product bulletin January 2016 (PBT-1601-7)

Résumé of Issue Masonry wall panel design (MSJC) There is a potentially un-conservative error affecting seismic story drift design of special reinforced shear walls. Occurrence This issue relates to Tedds 2014 from September 2014 and Tedds 2015 from June 2015: Masonry wall panel design (MSJC) version 2.1.02 – 2.1.05
Requires Tekla Maintenance
by Tedds Development Team
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Tedds product bulletin January 2016 (PBT-1601-5)

Résumé of Issue Steel member design (EN1993) Steel member design (AISC360) There is a potentially un-conservative error affecting the design of steel members when the selected number of sections has been modified. Occurrence This issue relates to Tedds 2015 from June 2015: Steel member design (EN1993) version 4.0.00 – 4.0.01 Steel member design (AISC360) version 4.0.00 – 4.0.01
Requires Tekla Maintenance
by Tedds Development Team
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Tedds Engineering Library (January 2016)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Product bulletin January 2016 (PBT-1601-1) Foundation analysis & design (EN1992/EN1997) - Identified a potentially un-conservative error affecting the determination of maximum design loads in end spans. For more detailed information please refer to “Product bulletin January 2016 (PBT-1601-1)” in the Bulletins group of the Engineering Library Index. Product bulletin January 2016 (PBT-1601-2) Timber frame racking loads (BS6399) - Fixed a potentially un-conservative error affecting designs with a non-flat roof when
by Tedds Development Team
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Tedds product bulletin January 2016 (PBT-1601-2)

Résumé of Issue Timber frame racking loads (BS6399) There is a potentially un-conservative error affecting designs with a non-flat roof when calculating the contribution of the roof wind loading to the overall racking load. Occurrence This issue relates to Tedds 2014 from February 2015 and Tedds 2015 from June 2015: Timber frame racking loads (BS6399) version 1.0.07
Requires Tekla Maintenance
by Tedds Development Team
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Tedds Lite 2015 software release

Tedds Lite is free software that allows you to use specially published Tedds calculations. Tedds Lite calculations are distributed by Tekla and other licensed third parties and are usually free of charge. Calculations distributed by third parties will normally include the Tedds Lite software installation however if that is not the case the Tedds Lite installation can be downloaded here. Please note that the Tedds Lite installation does not include any calculations.
by Tekla User Assistance Team
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Tedds Lite explained

Tedds Lite is free software that allows you to use specially published Tedds calculations. Tedds Lite calculations are distributed by Tekla and other licensed third parties and are usually free of charge. Although reduced in functionality in comparison to the commercial version of Tedds, Tedds Lite provides an exceptional platform for publishing and using calculations.
by Tekla User Assistance Team
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Tedds Engineering Library (December 2015)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Updates 2D analysis Fixed output tables for element results not always showing the results for the correct combinations according to the selected output options (Strength/Service/All). Frame wizard (2D analysis) Corrected calculation of Major and Minor inertia for flanged L sections.Amended definition of Flanged T and Flanged L sections to ensure consistency with 2D analysis calculation. RC 2D analysis & design (EN1992)RC beam analysis & design (EN1992)RC beam design (EN1992) Corrected calculation of Major and
by Tedds Development Team
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Tedds Engineering Library (November 2015)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Concrete specification (BS8500) Updated in accordance with BS8500-1:2015 Other updates 2D analysis Enhanced to include "_analysisCreate" setting which determines if a new solver instance is created or whether the active model is used. Crane gantry girder design (BS5950) Enhanced by removing upper limit of weight of crane bridge, crab and safe working load. Foundation analysis & design (EN1992/EN1997) Amended calculation to include punching shear checks at a perimeter of both d and 2d from the face of any column.
by Tedds Development Team
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Tedds Engineering Library (October 2015)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Updates Beam end connection design (BS5950) Fixed undefined variable error associated with interface bolt/bottom flange clash validation occurring with a beam to column endplate connection. Compound section properties Fixed minor bugs.Changed output formats so now consistent over all combined section types. Masonry bearing design (EN1996) Enhanced calculation performance to improve overall user experience. Masonry panel design (EN1996) Corrected summary output to ensure results match full output.Corrected calculation to
by Tedds Development Team
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