IDEA RS is developing a new generation of designing and checking programs. Structural engineers and consultants use them to design residential, civil and industrial structures. We deliver a flexible system of programs to enhance output and working comfort of every engineering office.

IDEA StatiCa enables engineers to design every new construction cheaper and safer by minimizing risks of structural defects, decreasing material consumption of construction members/details by up to 30%, reducing time spent on designing of construction members/details by up to 50%, providing 100% ”white box” results for engineers, general contractors, checkers and construction authorities.

IDEA StatiCa has three main parts:

– IDEA StatiCa Concrete is used by engineers dealing with members/details of concrete structures. Designing is based on internal forces model created either in IDEA StatiCa or imported from FEA programs like Midas, Axis VM, SCIA Engineer and others.
– IDEA StatiCa Prestressing is used by engineers for the design of members, cross-sections, and details of prestressed concrete structures and bridges. The program is suitable for an extensive range of applications
in both pre- and post-tensioned concrete market.

Parametric templates is now integrated into the Connection Library to streamline design processes, allowing for efficient customization and reuse.

With this release users can now utilize pins as a new fastener type, offering added flexibility in connection modeling!

Concrete design capabilities have been enhanced to improve user experience and workflow efficiency with lots of new and improved features!

For example, the Report is now fully customizable, with theoretical background, and reordering of items.

Modeling is more intutive with access to bulk modifications, faster 3D scene and calculation speeds – and more!

IDEA StatiCa has also improved the interaction code-check in the RCS application to provide you with more accurate results when combining the action of normal force, shear force, bending, and torsional moment.

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