Hi, please do the following:
Re: Erro no modelo! Será que perdi tudo? 10.01.2020 16:05

Hi, please do the following:

  1. Start Tekla Structures.
  2. Select Use your Tekla online license.
  3. Sign in using your Trimble Identity.
  4. Select the environment.
  5. Select Educational configuration and click OK.

Let us know if the problem persists.

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Olá, utilizo o Tekla para fazer o curso do professor Fernando de Cesaro, e último dia 04 trabalhei no modelo até às 4:00 da manhã salvei e hoje dia 06 que votei para trabalhar nas pranchas do modelo, não me está possibilitando entrar no mesmo dar erro e fala que o usuário não e vinculado, mais as licenças estão ok, e o login quando acesso também, o que posso fazer??? Para corrigir o modelo e não perder o trabalho feito.
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Hi,
Re: Tekla 2017 for trail 19.12.2019 09:05

Hi,
unfortunately it is not possible. We only provide the latest version of Tekla Structures here on Tekla Campus.

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Tekla 2017 for trail
17.12.2019 16:41
Is it possible to get Tekla 2017 for trail purposes in stead of 2019, since other student version program is developed for plugins not other than Tekla 2017.
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No Plans for LInux
Re: Tekla Structures Learning 19 26.11.2019 10:52

Your loss...

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You can perform Linksys RE7000 setup process by accessing the default Linksys Extender Logic page. But if you face any sort of technical issue while setting up Linksys RE7000, you can immediately contact our certified technicians. We will resolve the issue for you.
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Hello,
have you tried re-installing Tekla Structures again? Could you also try installing C++ and .Net packages manually?

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Hello I have a problem with application and components catalogue It doesn't work for me It shows red X mark below and cannot click on the search or any thing in the catalogue Iam useing tekla learing 2019 Please help i need this for my graduation project from college
1 Upvote
I've got the same trouble
Re: 3D connexion 05.05.2019 00:01

I've got the same trouble

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Tekla TEDDS
07.03.2019 14:02
Sorry for posting here but i have no permission to post in TEDDS general forum. I am using TEDDS to check a cantilever beam using steel member design - EN 1993 (v4.3.00) tool. It seems that lateral unrestrained buckling length considered is equal to the cantilever span when for me it should be twice. Am i right? Thanks, Miguel
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