Master your connections - Getting started

  Рет қаралды 1,494

IDEA StatiCa

IDEA StatiCa

Күн бұрын

In this webinar, we'll focus on the first steps with the software, specifically how to activate the license, create a project using more than 250 ready-made templates, work with the application's UI, design a connection, add more members, load effects, and manufacturing operations. And last but not least, how to run the analysis, evaluate the results, and create a top-class report.
Webinar content:
Getting a trial/commercial license
Working with the User Portal and license manager in the application
Creating a new project using the pre-defined templates
Shared settings across all applications
IDEA StatiCa Connection's UI
How to design a connection using members, load effects, and operations
Results interpretation and final report
Try it on your own - get the free Trial license:
www.ideastatic...
and follow the step-by-step tutorial "Continuous beam over column connection design (EN)":
www.ideastatic...
Watch more webinars at www.ideastatic...

Пікірлер: 7
@LaesgcEngineering
@LaesgcEngineering Ай бұрын
thank you so much for sharing
@ideastatica_en
@ideastatica_en Ай бұрын
Thanks for watching!
@crchikmath
@crchikmath 2 ай бұрын
If the future webinars are on weekends, it will help in reaching more people. Also gotowebinar server was down during that time to login.
@ideastatica_en
@ideastatica_en 2 ай бұрын
Hello, thank you for the hint, we will discuss it.
@cavanshirpiriyev3552
@cavanshirpiriyev3552 2 ай бұрын
👍👍👍
@amagro9495
@amagro9495 2 ай бұрын
Hello, Does the "all zeros" in "Unbalanced Forces" only apply when there is a connection between two steel profiles? I'm designing a steel-to-concrete connection and I never get those zeros. Additionally, in your "Connection Wednesdays - Design of Anchorages between Steel and Concrete" webinar, there is an example where we see the same load values in the "Unbalanced Forces" section, which matches what I am also experiencing. Thanks.
@ideastatica_en
@ideastatica_en 2 ай бұрын
Hello, if you have a footing joint, the unbalanced forces have to be the support forces. Then it is OK.
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