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UK National Annex implementation

Fatigue check

How the rinf and rsup coefficients are taken into account for SLS checks

Reinforcement in RCS application

How to set the lever arm properly

General interface in RCS application

Display of internal forces

Bending

Why is interaction check still 100% even with a higher load?

Why IDEA StatiCa Prestressing?

What is the purpose of result classes?

What are the unique features of IDEA StatiCa Prestressing?

Shear

Torsion

Literature

N-M-κ diagram

Interaction