x86,x64 | File Size: 724 MB

Tekla Tedds powerful software for automating calculations and building construction. Handheld computing time and working with spreadsheets (Spreadsheet) Forget boring, with Tedds all the things you can do automatically and in real time.

Comprehensive and extensive calculations, it is quick and easy and will prevent human errors. Safes are ready to documents according to corporate standards such as letterhead and custom logo and saves a lot of time and improve the delivery of documents and will be reported. This release requests valued customers and a lot of features and enhancements have been added to the program.

Facilities and software features of Tekla Tedds:
-Access to a large range of library construction and development
-Illustrated inputs and outputs in graphical form and live
-Eliminating the need for software analysis / analysis of
-The interface is simple and compelling
-Ability to work with Microsoft Word (word) - a renowned software and documentation standards
-Construction frameworks such as beams and skeletal analysis and ...
-Use only one solution for all common materials and components
-Creating transparent calculations for Czech They simply
-Compare the different options and rapid application design changes
-Consistent and non-contradictory documentation
-Improve the quality assurance process
-Updated regularly and get the latest calculations and scripts
-Writing, storage and distribution of custom calculations You
-A range of powerful development tools
-Reducing the risk of traditional computing methods
-Update your calculations with just a push of a button
-Share your knowledge of distributed computing and business.
-The notes and the various documentation projects
-Customize level of detail when output
-Various output formats including pdf
-Archiving your calculations and store cards in a server
-Linking parts of graphics computing section Tedds

System Requirements:
-OS:32-bit or 64bit Microsoft Windows 7 SP1/8.1/10 Operating systems must be running the latest service packs / updates.
-CPU:Multi core Intel i3 Series or above, Xeon or AMD equivalent Highest affordable performance recommended.
-Memory:2GB Memory requirements are dependant on document content.
-Graphics:1920 x 1080 resolution 1GB or higher of dedicated RAM.
-Disk space:1GB or more of free space for installation. Operational disk space requirements are highly dependant on model content.
-Internet connection: Required for access to Online Services and some documentation.
Microsoft Word: 32-bit or 64-bit of Microsoft Word 2010, 2013, 2016 or 2019.
-Microsoft Word needs to be fully service packed.

Important:
If you are running a 64-bit version of Windows you will require both updates.

WHATS NEW:
Tekla Tedds 2019 Service Pack 1 Release notes:

General:
-Enhanced calculation performance, reducing the calculation time by up to 50%, depending on the calculation.
-Tekla Support Tool - Updated the message prompt for 'Save document before sending' to include the option to cancel.
-Fixed the Tedds Setup Wizard not showing the full text of some labels in the user interface.
-Enhanced the 2D analysis solver so that density values are automatically factored by g_{acc} when using the US locale so that the conversion factor does not need to be included in the Calc Items which define the available materials.
-Fixed the Engineering Library documentation included in Tedds 2019 actually being the old Tedds 2018 documentation.

Tedds Application:
-Fixed the 'Send To Tedds for Word' command from working on some PC's because the TeddsForWord.tlb can not be loaded.
-Enhanced so that the 'New Calculation dialog' can show and execute embedded file items which allows users of the Tedds application to access the Tedds batch design.
-Fixed the 'Login' indicator being shown on the ribbon partially overlapping the window caption if the Windows text size setting was greater than 100%.

Tedds for Word:
-Fixed 'Export to PDF' command not working when using Microsoft Office 64-bit edition.
-Fixed the Interface Designer in Tedds for Word showing the main window at the default location before moving the window to the remembered location causing the main window to appear to jump from one location to another.
-Enhanced all the Calc Example commands to allow examples to be read from a library when the examples do not have consecutive Id's, up to 10 consecutive examples are allowed to be missing between any two examples.
-Enhanced the dialog used to select Calc Examples so that the display name for each example in the list is now prefixed with the examples short name which includes the example Id.
-Fixed error message 'AutoExec error -214024809: Value does not fall within the expected range' appearing when Tedds for Word was loading which then caused the Tedds Add-In to fail to load, if the shortcut to the master template could not be created.

Writing custom calculations:
-Enhanced the 2D analysis solver to include functions for determining which load case or load combination a max/min result occurred in.

-SolvGetMaxShearLoadContext, SolvGetMinShearLoadContext
-SolvGetMaxShearLoadIndex, SolvGetMinShearLoadIndex
-SolvGetMaxMomentLoadContext, SolvGetMinMomentLoadContext
-SolvGetMaxMomentLoadIndex, SolvGetMinMomentLoadIndex
-SolvGetMaxAxialForceLoadContext, SolvGetMinAxialForceLoadContext
-SolvGetMaxAxialForceLoadIndex, SolvGetMinAxialForceLoadIndex
-SolvGetMaxDeflectionloadContext, SolvGetMinDeflectionloadContext
-SolvGetMaxDeflectionloadIndex, SolvGetMinDeflectionloadIndex
-SolvGetMaxAxialDeflLoadContext, SolvGetMinAxialDeflLoadContext
-SolvGetMaxAxialDeflLoadIndex, SolvGetMinAxialDeflLoadIndex

-Improved calculation user interface buttons which include an image on the button. When the button is too small to show the image with the normal padding to the left of the image the image will be automatically aligned closer to the left edge of the button in order to improve the chance that the image will fit on the button face.
-Fixed the Interface Designer sizing the main window incorrectly if the windows text size setting is greater than 100%.
-Fixed Interface Designer Pro crashing when attempting to move the first control in the tree upwards

Tedds Open API:
-Enhanced the Tedds API Tester application to allow the user to browse for the source calculation using the standard Select Calc Library and Select Calc Item dialogs.

Tekla Tedds Engineering Library June 2019:

2D analysis:
-Updated definitions for steel section data list calc items to include name of Area property in-line with enhancements in Tedds 2019 Service Pack 1.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
Updated output to increase accuracy of values in sections table to 1 decimal place.
-Amended Eurocode combinations for combination generator to omit 'Quasi' combinations when material is timber.

Frame wizard:
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
Truss wizard
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Fixed input controls for internal section always being disabled when TrussType is "Common" even if internal sections are required.

Foundation analysis & design:
-Amended calculation to allow users to set punching shear stress factor, b.
-Added check box to allow design preview results to be disabled.
-Made minor adjustments to output of plain concrete foundations.

Reinforcement schedule:
-Adjusted minimum length of dimension B for shape code 29.

Steel beam analysis & design:
-Steel member design calculation superseded.
-Corrected the calculation of the design bending resistance moment for Slimflor beams.
-Corrected the effective length factors used when loads are classified as destabilising.

Steel member analysis & design:
-Corrected output summary tables for calculations with multiple design sections.
-Corrected issue related to columns in 2D analysis models.
-Amended calculation to automatically assign an appropriate steel grade when switching between HC or HR and other section types.
-Changed default steel grade to 'S355'.
-Changed calculation to use 'creator' method to set up initial analysis model.

USA:
-Masonry wall panel design (TMS/MSJC)
-Masonry lintel analysis & design (TMS/MSJC)
-Masonry lintel design (TMS/MSJC)

Enhanced design in accordance with TMS 402/602-16:

2D analysis:
-Updated definitions for steel section data list calc items to include name of Area property in-line with enhancements in Tedds 2019 Service Pack 1.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Updated output to increase accuracy of values in sections table to 1 decimal place.

Frame wizard:
-Updated for US design to use NDS data lists rather than data tables.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.

Truss wizard:
-Updated for US design to use NDS data lists rather than data tables.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Fixed input controls for internal section always being disabled when TrussType is "Common" even if internal sections are required.

Steel member analysis & design:
-Corrected output summary tables for calculations with multiple design sections.
-Changed calculation to use 'creator' method to set up initial analysis model.

Wood ledger design (NDS):
-Corrected ASD load combination number 4 in ASCE7-10.

Australia:
-Updated definitions for steel section data list calc items to include name of Area property in-line with enhancements in Tedds 2019 Service Pack 1.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
Updated output to increase accuracy of values in sections table to 1 decimal place.

Frame wizard:
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
Truss wizard
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Fixed input controls for internal section always being disabled when TrussType is "Common" even if internal sections are required.

Steel member analysis & design:
-Corrected output summary tables for calculations with multiple design sections.
-Changed calculation to use 'creator' method to set up initial analysis model.

Canada:
-Updated definitions for steel section data list calc items to include name of Area property in-line with enhancements in Tedds 2019 Service Pack 1.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Updated output to increase accuracy of values in sections table to 1 decimal place.

Frame wizard:
-Enhanced to allow a custom section data list to be defined for selecting the section properties.

Truss wizard:
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Fixed input controls for internal section always being disabled when TrussType is "Common" even if internal sections are required.

Europe:
-Updated definitions for steel section data list calc items to include name of Area property in-line with enhancements in Tedds 2019 Service Pack 1.
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Updated output to increase accuracy of values in sections table to 1 decimal place.
-Amended Eurocode combinations for combination generator to omit 'Quasi' combinations when material is timber.

Frame wizard:
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
Truss wizard
-Enhanced to allow a custom section data list to be defined for selecting the section properties.
-Fixed input controls for internal section always being disabled when TrussType is "Common" even if internal sections are required.

Foundation analysis & design:
-Amended calculation to allow users to set punching shear stress factor, b.
-Added check box to allow design preview results to be disabled.
-Made minor adjustments to output of plain concrete foundations.

Steel beam analysis & design:
-Steel member design calculation superseded.
-Corrected the calculation of the design bending resistance moment for Slimflor beams.
-Corrected the effective length factors used when loads are classified as destabilising.

Steel member analysis & design:
-Corrected output summary tables for calculations with multiple design sections.
-Corrected issue related to columns in 2D analysis models.
-Amended calculation to automatically assign an appropriate steel grade when switching between HC or HR and other section types.
-Changed default steel grade to 'S355'.
-Changed calculation to use 'creator' method to set up initial analysis model.

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