2026-09-10
064735
Subload Combinations for Two Buckling Modes
Subload combinations for two buckling modes
The “Load Cases and Combinations” dialog box shows load combination CO1 for the design situation ULS – Permanent and Temporary according to EN 1990. Using the “Consider Imperfection” function, you can define subload combinations with their corresponding load combinations and different imperfections for each. The analysis type is set to structural analysis according to second-order analysis (P-Δ) using the Picard solver. The four subcombinations are therefore specified as generated combinations under LK1.