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How to set the lever arm properly

Section and member types in the RCS application

Self-weight for prestressed members in Detail

Prestressed concrete bridge

Concrete column - Fire analysis (EN)

Parametric diaphragms templates

Fatigue check

Fatigue analysis: nominal stress

Workflow for fire design of steel members by the simple method

Transfer of reactions through the bearing plate

How to input axial stiffness of the line support in the vertical direction Z

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

Why IDEA StatiCa Prestressing?

Why IDEA StatiCa Detail?

What are the unique features of IDEA StatiCa Prestressing?

What are the key differences between the methods CSFM and Strut&Tie

How do you find the reactions in IDEA StatiCa Detail?