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2024-04-02

Seismic Design Situation According to EN 1990, Section 6.4.3.4

Combination of the seismic design situation according to EC0

Ed=ΣGk,j "+" Σψ2,iQk,i

Ed

Design value of actions

Gk,j

Characteristic value of permanent action j

Qk,i

Characteristic value of variable action i

Ψ2,i

Factor for quasi-permanent values of variable actions i
;