Image of member imperfection according to EN 1992-1-1 and EC 2, definition type: initial sway
Image of member imperfection according to EN 1992-1-1 and EC 2, definition type: initial sway
2025-01-07
054816
  • RFEM 6
  • RSTAB 9
  • Concrete Design for RFEM 6
    • Concrete Design for RSTAB 9
    • Nonlinear Material Behavior for RFEM 6
    • Concrete Structures
    • Structural Analysis & Design
    • Finite Element Analysis
    • Nonlinear Analysis
    • Eurocode 2

Member Imperfection According to EN 1992-1-1

Image of member imperfection according to EN 1992-1-1 and EC 2, definition type: initial sway

The display shows the modeling approach for member imperfections according to EN 1992-1-1, taking into account the EC 2 requirements. The definition type for inclinations is illustrated, which is used to simulate component deformations.
  • Member imperfection according to EN 1992-1-1
  • Predeformation for member imperfection
  • Predeformation definition type
  • EC 2 standard
Used in
  • Nonlinear Reinforced Concrete Analysis – General Method for Stability Analysis According to DIN EN 1992-1-1
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