Our customers' success stories
What structural engineers say about IDEA StatiCa?
1 of 6
1 of 6
IDEA StatiCa saved me a lot of time and work. I used the possibility to convert the model from Midas Civil directly into IDEA StatiCa. The design and code-check of the reinforcement was then no longer a problem.
Jan Lamparsky
Structural Engineer
AFRY CZ
IDEA StatiCa allows a stress analysis to be carried out on very complex connections and the software is very easy to use. This aided our connection design for the main node connections on The Marshall Building.
Mark Hill
Associate Director
Bourne Group Ltd
IDEA StatiCa Connection works easy and fast. There is no other alternative solution on the market that provides both FEM and Component Based Method. IDEA Statica is a solid and good tool for the design of our steel connections.
Prof. Dr. Ir. Luc Schueremans
Engineering Manager
Frisomat
Implementation of IDEA StatiCa Connection to our workflows decreases the consumption and handling of the material and the welding costs in comparison to the previously used approach. This went hand in hand with simplifying and speeding up the production process.
Thijs Oerbekke
Registered Structural Engineer
Voortman Steel Group
I have been using IDEA StatiCa since 2015 and use it every day. It saves me time, and I can calculate connections with more than three bars in the node. Itโs very, very useful.
Guillaume Reimรฃo
Structural Engineer
Arestalfer SA
We used IDEA StatiCa Connection for the design of DELTABEAM endplates, the design of stiffeners of complicated joints, and splicing connections of steel sections.
Maybe the most important feature and also the reason why we purchased IDEA StatiCa Connection is the design of bolted endplates. With the CBFEM calculation method, we are able to optimize the thickness of plates. That is very useful for us because such an endplate is almost impossible to design based on EC design code. This method takes into account the real โbehaviorโ of the endplate, which means, e.g., increase of forces in bolts due to prying effects, which is a correct assumption.
Matej Hrubรฝ
Structural Engineer
Peikko Slovakia

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