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Tekla Tedds product bulletin April 2018 (PBT-1804-5)

Résumé of issue Snow loading (EN1991) There is a potentially un-conservative error affecting the loading of a roof abutting a taller building when the Recommended set of Nationally Determined Parameters are used. Occurrence This issue relates to Tedds 2018 from March 2018, Tedds 2017 from March 2017,Tedds 2016 from March 2016, Tedds 2015 from June 2015, Tedds 2014 from June 2014, Tedds 2013 from May 2013, Tedds 14 from October 2011: Snow loading (EN1991) version 1.0.00 – 1.0.08
Requires Tekla Maintenance
by Tedds Development Team
0

Tekla Tedds product bulletin April 2018 (PBT-1804-3)

Résumé of issue RC wall design (ACI318) There is a potentially un-conservative error affecting wall designs with transverse loads between supports where minimum moment controls the design. Occurrence This issue relates to Tedds 2018 from March 2018, Tedds 2017 from March 2017,Tedds 2016 from March 2016, Tedds 2015 from June 2015, Tedds 2014 from June 2014, Tedds 2013 from May 2013 and Tedds 14 from October 2011: RC wall design (ACI318) version 1.1.03 – 1.2.01
Requires Tekla Maintenance
by Tedds Development Team
0

Tekla Tedds product bulletin April 2018 (PBT-1804-2)

Résumé of issue RC beam analysis & design (EN1992) RC 2D analysis & design (EN1992) RC beam analysis & design (ACI318) RC 2D analysis & design (ACI318) RC beam analysis & design (AS3600) RC 2D analysis & design (AS3600) There is a potentially un-conservative error affecting the value of 'shear at d'. Occurrence This issue relates to Tedds 2018 from March 2018, Tedds 2017 from March 2017,Tedds 2016 from March 2016, Tedds 2015 from June 2015: RC beam analysis & design (EN1992) version 3.0.00 - 3.0.12 RC 2D analysis & design (EN1992) version 3.0.00 - 3.0.12 RC
Requires Tekla Maintenance
by Tedds Development Team
0

Tekla Tedds product bulletin April 2018 (PBT-1804-4)

Résumé of issue RC wall design (ACI318) There is a potentially un-conservative error affecting slender braced walls designed to ACI 318-14. Occurrence This issue relates to Tedds 2018 from March 2018, and Tedds 2017 from March 2017: RC wall design (ACI318) version 1.2.00 – 1.2.01
Requires Tekla Maintenance
by Martin Roclawski
0

Tekla Tedds batch design, specify multiple design scenarios/cases and report the output results

Question: I want to try lots of different input parameters for a single structural design case, how can I do that quickly? I want to check hundreds of different structural design cases at once, how can I do that? Can the batch design tool be used with my own custom calculations? Answer: The Tekla Tedds batch design allows you to specify multiple design scenarios for a single structural element, you can vary one or more of the input parameters for each scenario, the batch design tool will run all of the design scenarios and report the output results you are interested in as one summarised
Requires Tekla Maintenance
by Trimble Solutions UK
0

Tekla Tedds product bulletin April 2018 (PBT-1804-1)

Résumé of issue Anchor bolt design (ACI318) There is a potentially un-conservative error affecting the calculation of the adhesive pullout cone area. Occurrence This issue relates to Tedds 2018 from March 2018, Tedds 2017 from March 2017, Tedds 2016 from March 2016, Tedds 2015 from June 2015, Tedds 2014 from June 2014, Tedds 2013 from May 2013: Anchor bolt design (ACI318) version 2.0.09 – 2.1.01
Requires Tekla Maintenance
by Tedds Development Team
0

Tedds Engineering Library (March 2018)

Contents UK and Asia USA Australia Canada Europe UK and Asia Updates Timber member design (EN1995) New calculation which allows Timber members in Tekla Structural Designer to be designed using Tekla Tedds. This calculation is only designed for users of Tekla Structural Designer and is not accessible from the Tedds Engineering Library. USA No updates Australia No updates Canada No updates Europe Updates Timber member design (EN1995) New calculation which allows Timber members in Tekla Structural Designer to be designed using Tekla Tedds. This calculation is only designed for
by Tedds Development Team
1

Tekla Tedds product bulletin March 2018 (PBT-1803-02)

Résumé of issue Tilt-up wall panel design (ACI318) Tilt-up wall panel design (AS3600) There are pot​entially un-conservative errors affecting the following areas: distribution of point loads, calculation of panel weight over openings, incomplete deletion of loads, and the incorrect calculation of minimum vertical reinforcement. Occurrence These issues relate to ​Tedds 2018 from March 2018, Tedds 2017 from March 2017, Tedds 2016 from March 2016, 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
Requires Tekla Maintenance
by Tekla User Assistance Team
0

Tekla Tedds product bulletin March 2018 (PBT-1803-01)

Résumé of issue Anchor bolt design (CSA-A23.3) There is a poten​tially un-conservative error affecting the calculation of the concrete breakout strength in shear when the edge distance is less than 1.5Ca. Occurrence This issue relates to Tedds 2017 from March 2017, Tedds 2016 from March 2016, Tedds 2015 from June 2015, Tedds 2014 from June 2014, Tedds 2013 from May 2013 and Tedds 14 from October 2011: Anchor bolt design (CSA-A23.3) version 2.0.00 – 2.0.15
Requires Tekla Maintenance
by Tekla User Assistance Team
0

Tekla Tedds 2018 system requirements

Update Tekla Tedds is now officially supported on Microsoft Office 2019 Minimum spec CPU: P4 (3.0GHz) Memory: 1GB Disk space: 300MB OS: Windows 7 (SP1) Graphics: 1024x768 Recommended spec CPU: Intel Core i3 2.0GHz (or equivalent) Memory: 2GB Disk space: 500MB OS: Windows 7/8.1/10 64-bit Graphics: 1024x768 Supported operating systems Tekla Tedds 2018 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 Additional requirements Tekla Tedds for Word requires a fully service
by Martin Roclawski
3.64706

Tekla Tedds 2018 release notes

What’s new? Some features documented below were included in previous updates to Tedds 2017. Engineering library (United Kingdom & Asia) Tata Steel RoofDek analysis (EN1993/EN1999) The Tata RoofDek calculation has been enhanced to include D32s and Colorcoat decks. The calculation has also been improved to allow permanent dead loads and removable dead loads to be specified (only the former counters wind uplift). The ultimate combined check has been updated to include 30% plastic distribution of moment and 6% of reaction and the output now includes the weight of the profile. Concrete
by Tedds Development Team
3.666665

Tekla 2018 version products license activation and installation FAQs

Contents General Activation Installation Installation - client machine Installation - server Troubleshooting Back to top General Why is the license server upgrade highly recommended for the Tekla 2018 version products? The Tekla 2018 product versions and the latest version of the Tekla Structural License Service 2.04, include Sentinel RMS version 9.2.1 which is fully compatible with Windows 10. It has always been our recommendation that the latest version of the Tekla Structural License Service is deployed when upgrading your client software but this version fixes a known issue
by Tekla User Assistance Team
2.333335
  • Sentinel RMS License Service

Tekla Structural License Service (2.04)

Updated - June 2018 Now includes a very specific and minor issue related to Tekla Tedds 2018 and Windows 10 April 2018 update Updated - April 2018 This version was initially released in January 2018 and has been re-released in April 2018 to include a very minor update associated with server report generation. The Tekla Structural License Service allows you to share and manage your licenses. It also allows users to commute licenses and report on license activity. At the Server Download and run the Tekla Structural License Service installation file Follow the on-screen prompts to install
by Martin Roclawski
5

Tekla Tedds product bulletin February 2018 (PBT-1802-01)

Résumé of issue Steel column design (EN1993) There is a potentially un-conservative error affecting the column shear calculation. Occurrence This issue relates to Tedds 2017 from March 2017 and Tedds 16 from December 2016: Steel column design (EN1993) version 1.1.00 – 1.1.02
Requires Tekla Maintenance
by Tekla User Assistance Team
0

Tedds Engineering Library (January 2018)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Updates RC column design (EN1992) Fixed error in the preview results, biaxial bending check not being disabled when the check is not required. USA Product bulletin January 2018 (PBT-1801-1) Wood shear wall design (NDS) - There is a potentially un-conservative error affecting high aspect ratio wood sheathed shear walls with no openings. For more detailed information please refer to "Product bulletin January 2018 (PBT-1801-1)" in the Bulletins group of the Engineering Library Index. Product bulletin January 2018 (PBT-1801
by Tekla User Assistance Team
3.75

Tekla Tedds product bulletin January 2018 (PBT-1801-2)

Résumé of issue Wind loading (ASCE7-10) There is a potentially un-conservative error affecting the positive wind pressure on a windward parapet when using the components and cladding design method. Occurrence This issue relates to Tedds 2017 fro​m March 2017, Tedds 2016 from March 2016, 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: Wind loading (ASCE7-10) version 2.0.12 – 2.0.19
Requires Tekla Maintenance
by Tekla User Assistance Team
0

Tekla Tedds product bulletin January 2018 (PBT-1801-1)

Résumé of issue Wood shear wall design (NDS) There is a potentially un-conservative error affecting high aspect ratio shear walls with no openings. Occurrence This issue relates to Tedds 2017 from March 2017 and Tedds 2016 from March 2016: Wood shear wall design (NDS) version 1.2.00 – 1.2.01 
Requires Tekla Maintenance
by Tekla User Assistance Team
0

How to create a User Interface - Part 4

This is the fourth part of a step-by-step guide showing you how to use the Tedds Interface Designer to create user interfaces for your own custom calculations. In this part, you will enhance the user interface created in part 3 to be more interactive by showing the currently selected section in the user interface and hiding input controls that are not relavent. This guide is written for Word 2007/2010 some of the steps described may be slightly different if you are using an older version of Word. Feedback A key aspect of user interface design is to allow the user to easily discover the input
Requires Tekla Maintenance
by Tekla User Assistance Team
0

Tedds Engineering Library (December 2017)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Concrete industrial ground floor design (TR34 - Fourth Edition) New version of the calculation which checks the design of a concrete industrial ground floor slab In accordance with Technical Report 34, Concrete Industrial Ground Floors. A guide to design and construction - Fourth Edition. Point loads, line loads and uniformly distributed loads can be applied to the slab which can then be designed using fabric, fibre or fibre and bar reinforcement. Watch video Bearing pressures for rectangular footings Bolt group
by Tekla User Assistance Team
0

How to create a User Interface - Part 4

This is the fourth part of a step-by-step guide showing you how to use the Tedds Interface Designer to create user interfaces for your own custom calculations. In this part, you will enhance the user interface created in part 3 to be more interactive by showing the currently selected section in the user interface and hiding input controls that are not relavent. This guide is written for Word 2007/2010 some of the steps described may be slightly different if you are using an older version of Word. Feedback A key aspect of user interface design is to allow the user to easily discover the input
Requires Tekla Maintenance
by Tekla User Assistance Team
0

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