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Tekla Tedds 2017 release notes

What’s New? Some features documented below were included in previous updates to Tekla Tedds 2016. Engineering library (United Kingdom & Asia) 2D steel member analysis & design (EN1993) Steel member analysis & design (EN1993) Enhanced to allow non horizontal members to be designed. Steel column and base plate design (EN1993) New calculation which integrates the Steel column design and Column base plate design calculations to provide a single design for both a column and a connected base plate. RC corbel design (EN1992) New calculation for the design of reinforced
by Tekla User Assistance Team
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Tekla Tedds 2017 system requirements

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 Tedds 2017 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 Tedds for Word requires a fully service packed version of Microsoft Word 2010, 2013 or 2016, 32-bit or 64-bit. Operating
by Tekla User Assistance Team
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Tekla Structural License Service February 2017

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 the ‘License Server’ and ‘License Server Manager’ You can now launch the License Server Manager and activate your licenses If you do not have a separate computer which will act as the license server or your computer is not connected to a network then the license server software can be installed on the same computer
by Tekla User Assistance Team
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Tekla Tedds 2017 & Tekla Structural Designer 2017 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 mandatory for Tekla Tedds 2017 and Tekla Structural Designer 2017? Tekla Tedds 2017, Tekla Structural Designer 2017 and the latest version of the Tekla Structural License Service include Sentinel RMS version 9.x 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 with the 2017
by Tekla User Assistance Team
2.5
  • Sentinel RMS License Service

Tekla Tedds product bulletin February 2017 (PBT-1702-4) (Republished)

Updated Action Required and Fixed details - please read the republished PDF. Résumé of issue Lintel analysis (BS5977) There is a potentially un-conservative error affecting the analysis of lintels beneath openings which are in turn subject to roof or floor loads. 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, Tedds 14 from June 2012: Lintel analysis (BS5977) version 1.0.00 – 1.0.02
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin February 2017 (PBT-1702-3)

Résumé of issue Steel member analysis & design (AISC360) Steel 2D analysis & design (AISC360) There is a potentially un-conservative error affecting the calculation of the allowable flexural strength when the value of the lateral-torsional buckling modification factor 'Cb' is user defined. Occurrence This issue relates to Tedds 2016 from March 2016 and Tedds 2015 from June 2015: Steel member analysis & design (AISC360) version 4.0.01 – 4.1.01 Steel 2D analysis & design (AISC360) version 4.0.01 – 4.1.01
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin February 2017 (PBT-1702-2)

Résumé of issue Snow loading (BS6399) There is a potentially un-conservative error affecting the calculation of the site snow load 's0', for sites where the altitude is less than 100 m. Occurrence This issue relates to 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 from March 2008: Snow loading (BS6399) version 1.0.00 – 1.0.02
Requires Tekla Maintenance
by Tedds Development Team
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Tekla Tedds product bulletin February 2017 (PBT-1702-1)

Résumé of issue Column base plate design (AISC360) There is a potentially un-conservative error affecting the design of welds for W shapes or channels under small weak axis bending. Occurrence This issue relates to 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 from March 2008: Column base plate design (AISC360) version 2.0.00 – 2.1.00
Requires Tekla Maintenance
by Tedds Development Team
0

Tedds Engineering Library (January 2017)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia 2D analysis - Frame wizard Enhanced to include the option for a monopitch roof. Other updates RC pile cap design (BS8110) Fixed undefined variable error associated with area of shear reinforcement required occurring with an eccentrically loaded 3 pile cap.Corrected interface so that the inputs for minimum and designed shear links are enabled/disabled as appropriate. Timber connection design (EN1995) Enhanced output options to include an option to omit the fixing spacing table.Enhanced output options to include an option to
by Tedds Development Team
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Managing your Tekla Online services Organization

As a Tekla Online Services Organization administrator, you manage your organization's user accounts and ensure that they have access to Tekla Online Services. Organization administrator responsibilities As an administrator, you manage the people in your organization group so that they can access the Tekla Onlines Services they need. These are managed through a self-service portal, the Tekla Online Admin Tool. One or more people in your organization can be administrators. The first user is invited by a Trimble representative and given administrator rights, and that person is then responsible
Requires Tekla Maintenance
by Tekla User Assistance Team
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Trimble Identity for Tekla Online services

Tekla Online services use Trimble Identity for identification. In addition to Tekla services, you can use your Trimble Identity with several other Trimble services, such as Trimble Connect and SketchUp 3D Warehouse. Trimble Identity provides single-sign-on access for Tekla Online services. You can sign in one service and then browse to another online service without a need to log in again. Find the services landing page here: http://www.tekla.com/services Use Trimble Identity also when signing in to Tekla Structures, Tekla Model Sharing and Tekla Field3D. How do I create a Trimble Identity?
by Tekla User Assistance Team
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Tekla Tedds Engineering Library (December 2016)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Masonry bearing design (EN1996) Masonry column design (EN1996) Enhanced to incorporate the 'Normalised Mean Compressive Strength' calculation. Product bulletin December 2016 (PBT-16-12-1) Wind loading (BS6399) - Fixed a potentially un-conservative error affecting the calculation of the external pressure on a duopitch windward gable wall with a wind direction of 90 degrees. For more detailed information please refer to “Product bulletin December 2016 (PBT-1612-1)” in the Bulletins group of the Engineering Library Index.
by Tedds Development Team
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Tekla Tedds product bulletin December 2016 (PBT-1612-1)

Résumé of issue Wind loading (BS6399) There is a potentially un-conservative error affecting the calculation of the external pressure coefficient for a windward wall on a duopitch roof building with the wind at 90 degrees. Occurrence This issue relates to 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: Wind loading version 3.0.00 – 3.0.15
Requires Tekla Maintenance
by Tedds Development Team
0

Tekla Tedds product bulletin November 2016 (PBT-1611-2)

Résumé Wood shear wall design (NDS) There is a potentially un-conservative error affecting the design of shear walls without openings which are designed using the segmented method.  Occurrence This issue relates to Tedds 2016 from March 2016:  Wood shear wall design (NDS) version 1.2.00
Requires Tekla Maintenance
by Tedds Development Team
0

Tekla Tedds product bulletin November 2016 (PBT-1611-1)

Résumé Rigid diaphragm force distribution There are potentially un-conservative errors affecting calculations for steel braced frames or arrangements which include skewed elements.  Occurrence This issue relates to 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 from March 2008:  Rigid diaphragm force distribution version 1.0.00 – 1.0.05
Requires Tekla Maintenance
by Tedds Development Team
0

Tedds Engineering Library (November 2016)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Column base plate design (EN1993) New version of the existing calculation which now allows you to design a column base plate for applied moments, compressive and tensile axial forces, and shear. The calculation checks the design forces in the steel plate, the connecting welds between the plate and column, and the concentrated forces in the concrete foundation. Proprietary metal anchor data from the manufacturers' ETA can be entered and then checked against tension and shear forces as appropriate. Product bulletin November
by Tedds Development Team
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Tedds Engineering Library (October 2016)

Contents UK and Asia USA Australia Canada Europe Common UK and Asia Concrete specification (BS8500) Updated in accordance with BS 8500-1:2015+A1:2016 incorporating Corrigendum No. 1. Masonry wall panel design (EN1996) Enhanced to incorporate the 'Normalised Mean Compressive Strength' calculation. Snow loading (EN1991) Updated in accordance with EN 1991-1-32003+A1:2015. Product bulletin October 2016 (PBT-1610-2) Retaining wall analysis & design (EN1992/EN1996/EN1997 - Fixed a potentially un-conservative error affecting the calculation of the at-rest pressure coefficient for retaining
by Tedds Development Team
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Tekla Tedds product bulletin October 2016 (PBT-1610-2)

Résumé Retaining wall analysis & design (EN1992/EN1996/EN1997) Retaining wall analysis & design (AS4678/AS3600/AS3700) Retaining wall analysis & design (ACI318/MSJC) There is a potentially un-conservative error affecting the calculation of the at-rest pressure coefficient for retaining walls where the retained soil is inclined. Occurrence This issue relates to Tedds 2016 from March 2016, Tedds 2015 from June 2015, Tedds 2014 from June 2014 and Tedds 2013 from May 2013:  Retaining wall analysis & design (EN1992/EN1996/EN1997) version 2.0.00 – 2.6.10 Retaining
Requires Tekla Maintenance
by Tedds Development Team
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I have Windows Small Business Server - how do I know what version of Windows I am running?

One way you can check what version of Windows you are running is by using the winver command. From the Start > Run > Type winver and hit return and you should see a similar dialog to below The version displayed can be linked to the marketed name using http://en.wikipedia.org/wiki/Windows_NT#Releases And if a service pack has been applied it will be displayed
Requires Tekla Maintenance
by Tekla User Assistance Team
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Tekla Tedds product bulletin October 2016 (PBT-1610-1)

Résumé Tilt-up wall panel design (ACI318)   There is a potentially un-conservative error affecting the calculated deflection values for designs to ACI318-11.    Occurrence This issue relates to 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:  Tilt-up wall panel design (ACI318) version 1.1.05 – 1.1.09
Requires Tekla Maintenance
by Tedds Development Team
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