Members, stiffeners, plates and complex connection geometry.
CONCRETE MEET STEEL
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We develop software for structural engineers and detailers. Our development team researches, tests, and applies new methods of analyzing the behaviour of structures and their members. Based on this, we created IDEA StatiCa – software that enables engineers to work faster, evaluate requirements of the national code thoroughly, and use the optimal amount of material. For us, creating software is a way to contribute to making every new construction around the world safer and cheaper.

Members, stiffeners, plates and complex connection geometry.
Load transfer through the fabricated steel connection.
Forces transferred from the embedded plate into the concrete.
Local stresses, reinforcement and the behaviour of the surrounding concrete region.
Studs, anchors and welded reinforcement may coexist within the same assembly. Their different stiffnesses and arrangements influence how forces are distributed between them.
Plates positioned at wall corners can introduce forces into intersecting concrete regions, requiring the local geometry and interaction between fasteners to be considered.
Several members connected to one plate can introduce combined shear, axial forces and moments, creating a more complex load-transfer mechanism.
Nearby openings, wall edges and changes in geometry can alter the available load-transfer region and the response of the surrounding concrete.
Instead of simplifying a complex cast-in plate into isolated checks, engineers can investigate how forces move through the complete connection and understand its structural behaviour.
The analysis provides insight into the behaviour of the individual components and the load-transfer mechanism connecting them.
Steel stresses and deformation
Investigate how the cast-in plate and attached steelwork respond to the applied loading.
Forces in the fasteners
Review how forces are distributed between studs, anchors and welded reinforcement.
Concrete stresses and strains
Examine the local response of the concrete around the anchorage, including the influence of edges, corners and openings.
Reinforcement and anchorage
Review reinforcement stresses, bond stresses and anchoring forces to understand how reinforcement participates in carrying the load.
Load-transfer mechanisms
Visualise stress trajectories and the development of strut-and-tie mechanisms within the concrete region.
Missed the live webinar? Watch the recording and discover IDEA StatiCa’s new cast-in plate design solution, presented publicly for the first time by our UK team.
See how steel, studs, anchors, reinforcement and concrete come together in one integrated engineering workflow – and explore a new way to approach one of structural engineering’s most challenging connection details.
We developed this practical engineering guide to introduce and explain IDEA StatiCa’s new solution for cast-in plate design – how it works, the engineering challenges it addresses, and how it can be applied to real connections.
The guide takes you through the thinking behind the new solution, and how IDEA StatiCa brings these elements together into a single design workflow.
The modelling workflow can represent arrangements containing studs and welded reinforcement, enabling their force distribution to be investigated. The designer must still establish which design provisions and verification methods apply to the particular arrangement.
Yes. Reinforcement within the concrete member can be explicitly represented in Detail 3D, allowing its response and contribution to local load transfer to be assessed.
Relevant concrete geometry can be represented in the model, including corners, edges and openings that may affect the local structural response.
The integrated workflow transfers connection geometry, calculated loading and associated load combinations from the steel connection model into the concrete analysis.
The workflow retains separate steel and concrete design stages and supports the exchange of information between them. SCI P416 remains relevant for configurations within its scope; more complex arrangements require project-specific assessment.
The designer remains responsible for the modelling assumptions, applicable standards and interpretation of results. Numerical analysis provides additional information to support those decisions.
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