Back to Formulas
51x
001711
2024-12-04

Combination of Actions for Seismic Design Situations

Combination of actions for seismic design situations according to EN 1990, Section 6.4.3.4

Ed = E ∑j≥1 Gk,j + P + AEd +∑i≥1 ψ2,iQk,i
;