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IDEA StatiCa Detail – Structural design of concrete discontinuities

Basic assumptions of Compatible Stress Field Method (CSFM)

Stress-strain diagrams in CSFM

How is the interaction check calculated?

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

Stress and strain in ULS

Reinforcement in partially loaded areas

Check of the cross-section by Response N-M-M?

Theoretical background - Detail