Troubleshoot Tekla Tedds

This video highlights the wood design workflow using Tekla Tedds within Tekla Structural Designer to the United States NDS LRFD/ASD. For a more detailed video please refer to the related content "Learn how to design wood members in Tekla Structural Designer using Tekla Tedds (USA)".

This video highlights the timber design workflow using Tekla Tedds within Tekla Structural Designer to the Eurocode. For a more detailed video please refer to the related content "Learn how to design timber members in Tekla Structural Designer using Tekla Tedds (Eurocode)".

Learn how to design wood members in Tekla Structural Designer using Tekla Tedds (USA). 00:00 Introduction 00:59 Set the timber/wood design code 01:10 Define and place wood members 01:43 Timber/wood combination sets and design cases 02:11 Configure timber/wood design settings 02:25 Set the Tedds output result level 02:37 Design groups 02:57 Establish design forces by running an analysis or design 03:26 Design using Tekla Tedds 06:41 Timber/wood deflection 07:18 Check using Tekla Tedds 07:45 Check in Tedds 07:56 Create General arrangement…

Learn how to design timber members in Tekla Structural Designer using Tekla Tedds. 00:00 Introduction 01:00 Set the timber design code 01:11 Define and place timber members 01:44 Timber combination sets, and design cases 02:11 Configure timber design settings 02:26 Set the Teds result output level 02:37 Design groups 02:59 Establish design forces by running an analysis or design 03:28 Design using Tekla Tedds commands 06:42 Timber deflection 07:29 Check using Tekla Tedds 07:56 Check in Tedds 08:04 Create general arrangement drawings 08:22 Create…

This video demonstrates the cross-laminated timber roof panel design calculation to the Eurocode. The calculation determines the capacity of a cross-laminated timber roof panel, inclined at an angle of 20 to 70 degrees, supporting area loads applied to its top edge. It considers shear, flexure, axial compression, and deflection checks. The documentation reports the horizontal and vertical reactions.

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